Shoal Creek Watershed Protection Planning: Scoping & Funding
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The Sedimentary Processes and Geomorphic History of Wreck Shoal, an Oyster Reef of the James River, Virginia
W&M ScholarWorks Dissertations, Theses, and Masters Projects Theses, Dissertations, & Master Projects 1986 THE SEDIMENTARY PROCESSES AND GEOMORPHIC HISTORY OF WRECK SHOAL, AN OYSTER REEF OF THE JAMES RIVER, VIRGINIA Joseph T. DeAlteris College of William and Mary - Virginia Institute of Marine Science Follow this and additional works at: https://scholarworks.wm.edu/etd Part of the Geology Commons Recommended Citation DeAlteris, Joseph T., "THE SEDIMENTARY PROCESSES AND GEOMORPHIC HISTORY OF WRECK SHOAL, AN OYSTER REEF OF THE JAMES RIVER, VIRGINIA" (1986). Dissertations, Theses, and Masters Projects. Paper 1539616626. https://dx.doi.org/doi:10.25773/v5-af3n-wf26 This Dissertation is brought to you for free and open access by the Theses, Dissertations, & Master Projects at W&M ScholarWorks. It has been accepted for inclusion in Dissertations, Theses, and Masters Projects by an authorized administrator of W&M ScholarWorks. For more information, please contact [email protected]. INFORMATION TO USERS While the most advanced technology has been used to photograph and reproduce this manuscript, the quality of the reproduction is heavily dependent upon the quality of the material submitted. For example: • Manuscript pages may have indistinct print. In such cases, the best available copy has been filmed. • Manuscripts may not always be complete. In such cases, a note will indicate that it is not possible to obtain missing pages. • Copyrighted material may have been removed from the manuscript. In such cases, a note will indicate the deletion. Oversize materials (e.g., maps, drawings, and charts) are photographed by sectioning the original, beginning at the upper left-hand corner and continuing from left to right in equal sections with small overlaps. -
Florida Designated Paddling Trails Shoal River
F ll oCR)"r 6i0i2d a D e s ii g n a tt e d Blackman P a d d ll ii n g T r a ii ll s C)"R 2 ¯ )"2 C)"R 2 S h o a ll R ii v e r CR)" 147 189 «¬ Campton 85 Cannon Town «¬ Nubbin Ridge «¬4 )"393 Auburn Baker Silver Springs 188 )" Dorcas M a p 1 «¬4 Milligan Crestview )"189 Deerland ¤£90 Mossy Head 10 Holt Galliver ¨¦§ Forest Highlands «¬85 «¬285 A N S O O T O L L A A W Designated Paddling Trail K O Wetlands Water Designated Paddling Trail Index «¬123 Niceville «¬20 0 2 4 8 Miles «¬85 S h o a ll R ii v e rr P a d d ll ii n g T rr a ii ll M a p 1 )"188 STILLWELL BLVD ¯ NO B RTH AVE R V A A C L K L I N E Y S R T D F Crestview A I L R L C O H Y I L D D S 90 R T CH ¤£ D ES NU T A Þ VE !| 2)"80A Access Point 1: Ray Barnes Boat Ramp/US 90 N: 30.7535 W: -86.5099 OKALOOSA ¨¦§10 JOHN K ING RD L I 85 V ¬ E « O Okaloosa County Shoal River A K Land Acquisition PJ AD C AMS PKWY H U R C H R D A NT Choctawhatchee IOC Choctawhatchee H R Nat'l Forest D Nat'l Forest !|*IÞ Access Point 2: Bill Duggan Jr Park/SR 85 N: 30.6976 W: -86.5712 Shoal River Paddling Trail Eglin Air Force Base !| Canoe/Kayak Launch *I Restrooms Þ Potable Water Florida Conservation Lands 0 0.5 1 2 Miles Wetlands Shoal River Paddling Trail Guide The Waterway A nature photographer’s dream, the shallow, gold-tinted Shoal River threads through a northwest Florida wilderness of high sandy hills, broad sandbars perfect for rest stops, and floodplain forest. -
Sandbridge Beach FONSI
FINDING OF NO SIGNIFICANT IMPACT Issuance of a Negotiated Agreement for Use of Outer Continental Shelf Sand from Sandbridge Shoal in the Sandbridge Beach Erosion Control and Hurricane Protection Project Virginia Beach, Virginia Pursuant to the National Environmental Policy Act (NEPA), Council on Environmental Quality regulations implementing NEPA (40 CFR 1500-1508) and Department of the Interior (DOI) regulations implementing NEPA (43 CFR 46), the Bureau of Ocean Energy Management (BOEM) prepared an environmental assessment (EA) to determine whether the issuance of a negotiated agreement for the use of Outer Continental Shelf (OCS) sand from Sandbridge Shoal Borrow Areas A and B for the Sandbridge Beach Erosion Control and Hurricane Protection Project near Virginia Beach, VA would have a significant effect on the human environment and whether an environmental impact statement (EIS) should be prepared. Several NEPA documents evaluating impacts of the project have been previously prepared by both the US Army Corps of Engineers (USACE) and BOEM. The USACE described the affected environment, evaluated potential environmental impacts (initial construction and nourishment events), and considered alternatives to the proposed action in a 2009 EA. This EA was subsequently updated and adopted by BOEM in 2012 in association with the most recent 2013 Sandbridge nourishment effort (BOEM 2012). Prior to this, BOEM (previously Minerals Management Service [MMS]) was a cooperating agency on several EAs for previous projects (MMS 1997; MMS 2001; MMS 2006). This current EA, prepared by BOEM, supplements and summarizes the aforementioned 2012 analysis. BOEM has reviewed all prior analyses, supplemented additional information as needed, and determined that the potential impacts of the current proposed action have been adequately addressed. -
Dayton Valley Development Guidelines Final Draft
FINAL DRAFT Dayton Valley Development Guidelines Supplement to the Dayton Valley Area Drainage Master Plan prepared for August Lyon County | Storey County | 2019 Carson Water Subconservancy District i FINAL DRAFT Table of Contents 1 Introduction .......................................................................................................................................... 1 1.1 Background and Rationale ............................................................................................................ 3 1.1.1 More Frequent Flooding ....................................................................................................... 3 1.1.2 Larger Flood Peaks ................................................................................................................ 3 1.1.3 Scour and Erosion ................................................................................................................. 3 1.1.4 Flow Diversion ....................................................................................................................... 3 1.1.5 Flow Concentration ............................................................................................................... 3 1.1.6 Expanded Floodplains ........................................................................................................... 3 1.1.7 Reduced Surface Storage ...................................................................................................... 3 1.1.8 Decreased Ground Water Recharge .................................................................................... -
Upper Susquehanna River Basin Flood Damage Reduction Study
Final Fish and Wildlife Coordination Act Report Upper Susquehanna Comprehensive Flood Damage Reduction Study Prepared For: U.S. Army Corps of Engineers Prepared By: Department of the Interior U.S. Fish and Wildlife Service New York Field Office Cortland, New York Preparers: Anne Secord & Andy Lowell New York Field Office Supervisor: David Stilwell February 2019 EXECUTIVE SUMMARY Flooding in the Upper Susquehanna watershed of New York State frequently causes damage to infrastructure that has been built within flood-prone areas. This report identifies a suite of watershed activities, such as urban development, wetland elimination, stream alterations, and certain agricultural practices that have contributed to flooding of developed areas. Structural flood control measures, such as dams, levees, and floodwalls have been constructed, but are insufficient to address all floodwater-human conflicts. The U.S. Army Corps of Engineers (USACE) is evaluating a number of new structural and non-structural measures to reduce flood damages in the watershed. The New York State Department of Environmental Conservation (NYSDEC) is the “local sponsor” for this study and provides half of the study funding. New structural flood control measures that USACE is evaluating for the watershed largely consist of new levees/floodwalls, rebuilding levees/floodwalls, snagging and clearing of woody material from rivers and removing riverine shoals. Non-structural measures being evaluated include elevating structures, acquisition of structures and property, relocating at-risk structures, developing land use plans and flood proofing. Some of the proposed structural measures, if implemented as proposed, have the potential to adversely impact riparian habitat, wetlands, and riverine aquatic habitat. In addition to the alternatives currently being considered by the USACE, the U.S. -
Short Creek and Shoal Creek in the Spring River Watershed Water Quality Impairment: Total Phosphorus
NEOSHO BASIN TOTAL MAXIMUM DAILY LOAD Waterbody / Assessment Unit: Short Creek and Shoal Creek in the Spring River Watershed Water Quality Impairment: Total Phosphorus 1.0 INTRODUCTION AND PROBLEM IDENTIFICATION Subbasin: Spring Counties: Cherokee HUC8: 11070207 HUC10(12): 08(06) & 09(04) Ecoregion: Ozark Highlands, Springfield Plateau (39a) Drainage Area: Shoal Creek = approximately 10.1 square miles in Kansas Short Creek = approximately 5.94 square miles in Kansas Water Quality Limited Segments Covered Under this TMDL: Station Main Stem Segment Tributary Station SC570 Short Creek (881) Station SC212 Shoal Creek (2) Unnamed Stream (886) 2008, 2010, 2012 & 2014 303(d) Listings: Kansas Stream segments monitored by stations SC212 on Short Creek and SC570 on Shoal Creek, are cited as impaired by Total Phosphorus (TP) for the Neosho Basin. Impaired Use: Special Aquatic Life, Expected Aquatic Life, Contact Recreation and Domestic Water Supply. Water Quality Criteria: Nutrients – Narratives: The introduction of plant nutrient into surface waters designated for domestic water supply use shall be controlled to prevent interference with the production of drinking water (K.A.R. 28-16-28e(c)(3)(D)). The introduction of plant nutrients into streams, lakes, or wetlands from artificial sources shall be controlled to prevent the accelerated succession or replacement of aquatic biota or the production of undesirable quantities or kinds of aquatic life (K.A.R. 28-16- 28e(c)(2)(A)). The introduction of plant nutrients into surface waters designated for primary or secondary contact recreational use shall be controlled to prevent the development of objectionable concentrations of algae or algal by-products or nuisance growths of submersed, floating, or emergent aquatic vegetation (K.A.R. -
Understanding the Temporal Dynamics of the Wandering Renous River, New Brunswick, Canada
Earth Surface Processes and Landforms EarthTemporal Surf. dynamicsProcess. Landforms of a wandering 30, 1227–1250 river (2005) 1227 Published online 23 June 2005 in Wiley InterScience (www.interscience.wiley.com). DOI: 10.1002/esp.1196 Understanding the temporal dynamics of the wandering Renous River, New Brunswick, Canada Leif M. Burge1* and Michel F. Lapointe2 1 Department of Geography and Program in Planning, University of Toronto, 100 St. George Street, Toronto, Ontario, M5S 3G3, Canada 2 Department of Geography McGill University, 805 Sherbrooke Street West, Montreal, Quebec, H3A 2K6, Canada *Correspondence to: L. M. Burge, Abstract Department of Geography and Program in Planning, University Wandering rivers are composed of individual anabranches surrounding semi-permanent of Toronto, 100 St. George St., islands, linked by single channel reaches. Wandering rivers are important because they Toronto, M5S 3G3, Canada. provide habitat complexity for aquatic organisms, including salmonids. An anabranch cycle E-mail: [email protected] model was developed from previous literature and field observations to illustrate how anabranches within the wandering pattern change from single to multiple channels and vice versa over a number of decades. The model was used to investigate the temporal dynamics of a wandering river through historical case studies and channel characteristics from field data. The wandering Renous River, New Brunswick, was mapped from aerial photographs (1945, 1965, 1983 and 1999) to determine river pattern statistics and for historical analysis of case studies. Five case studies consisting of a stable single channel, newly formed anabranches, anabranches gaining stability following creation, stable anabranches, and an abandoning anabranch were investigated in detail. -
Groundwater Availability of the Barton Springs Segment of the Edwards Aquifer, Texas: Numerical Simulations Through 2050
GROUNDWATER AVAILABILITY OF THE BARTON SPRINGS SEGMENT OF THE EDWARDS AQUIFER, TEXAS: NUMERICAL SIMULATIONS THROUGH 2050 by Bridget R. Scanlon, Robert E. Mace*, Brian Smith**, Susan Hovorka, Alan R. Dutton, and Robert Reedy prepared for Lower Colorado River Authority under contract number UTA99-0 Bureau of Economic Geology Scott W. Tinker, Director The University of Texas at Austin *Texas Water Development Board, Austin **Barton Springs Edwards Aquifer Conservation District, Austin October 2001 GROUNDWATER AVAILABILITY OF THE BARTON SPRINGS SEGMENT OF THE EDWARDS AQUIFER, TEXAS: NUMERICAL SIMULATIONS THROUGH 2050 by Bridget R. Scanlon, Robert E. Mace*1, Brian Smith**, Susan Hovorka, Alan R. Dutton, and Robert Reedy prepared for Lower Colorado River Authority under contract number UTA99-0 Bureau of Economic Geology Scott W. Tinker, Director The University of Texas at Austin *Texas Water Development Board, Austin **Barton Springs Edwards Aquifer Conservation District, Austin October 2001 1 This study was initiated while Dr. Mace was an employee at the Bureau of Economic Geology and his involvement primarily included initial model development and calibration. CONTENTS ABSTRACT .......................................................................................................................................1 INTRODUCTION..............................................................................................................................1 STUDY AREA...................................................................................................................................3 -
Stop Log Flood Barriers
PRODUCT STOP LOG FLOOD BARRIERS Flood Control International Incorporated offers removable stop log barriers that are engineered to provide similar levels of protection to permanent flood defenses, but with the distinct advantage of being fully removable when not required. They comprise aluminum panels that are inserted into steel channels. Custom made clamps compress specialist gaskets to create a reliable barrier against flood water. These stop log barriers can be supplied for virtually any configuration including arcs, closed rectangles or circles and straight runs of any length. The system can be used on slopes up to 20° and can be stepped for steeper gradients. USES Each system is load calculated based on application and the prevailing flood • Single building openings. conditions and can be configured for flood depths up to 13 feet. A four-sided • Openings in flood walls. detail is available for openings that may become fully submerged. • Stainless / aluminum system for marine environments. To facilitate installation in new builds, we can supply preformed ground plates • Fully removable perimeter defense to with integral anchors for the demountable supports. The systems can be buildings. also retrospectively fitted to suitable existing foundations in which case load • A ‘usually stored’ system for erection certified, chemically fixed sleeve anchors are used to attach the demountable when flood warnings received. supports. This leaves only stainless steel bolt blanks at each post BENEFITS location. Due to the strength of our beams, this can • Low cost system. be at 10 feet spacing. • Lightweight - sections allow safe lifting of 10ft beams by one person for rapid Purpose designed gaskets that resist silt clogging and reform even after deployment. -
Umbrella Empr: Flood Control and Drainage
I. COVERSHEET FOR ENVIRONMENTAL MITIGATION PLAN & REPORT (UMBRELLA EMPR: FLOOD CONTROL AND DRAINAGE) USAID MISSION SO # and Title: __________________________________ Title of IP Activity: __________________________________________________ IP Name: __ __________________________________________________ Funding Period: FY______ - FY______ Resource Levels (US$): ______________________ Report Prepared by: Name:__________________________ Date: ____________ Date of Previous EMPR: _________________ (if any) Status of Fulfilling Mitigation Measures and Monitoring: _____ Initial EMPR describing mitigation plan is attached (Yes or No). _____ Annual EMPR describing status of mitigation measures is established and attached (Yes or No). _____ Certain mitigation conditions could not be satisfied and remedial action has been provided within the EMPR (Yes or No). USAID Mission Clearance of EMPR: Contracting Officer’s Technical Representative:__________ Date: ______________ Mission Environmental Officer: _______________________ Date: ______________ ( ) Regional Environmental Advisor: _______________________ Date: ______________ ( ) List of CHF Haiti projects covered in this UEMPR (Flood Control and Drainage) 1 2 1. Background, Rationale and Outputs/Results Expected: According to Richard Haggerty’s country study on Haiti from 1989, in 1925, 60% of Haiti’s original forests covered the country. Since then, the population has cut down all but an estimated 2% of its original forest cover. The fact that many of Haiti’s hillsides have been deforested has caused several flooding problems for cities and other communities located in critical watershed and flood-plain areas during recent hurricane seasons. The 2008 hurricane season was particularly devastating for Haiti, where over 800 people were killed by four consecutive tropical storms or hurricanes (Fay, Gustav, Hanna, and Ike) which also destroyed infrastructure and caused severe crop losses. In 2004, tropical storm Jeanne killed an estimated 3,000 people, most in Gonaives. -
Interpretation of Fish Shoal Indications in the Arabian Sea
INTERPRETATION OF FISH SHOAL INDICATIONS IN THE ARABIAN SEA V. A. Puthran & V. Narayana Pillai Central institute of Fisheries Operatives, Cachill. Jntroduction Some knowledge regardir.g the pre sence of similar fishable concentrations Availability of resources is perhaps of fish and other marine life is of great one of the most il1)p~rt2nt factors which importance to the technical ski:] working determines the success of any industry. on board fishing vess" ls. Their technical In the case of the fishing industry, at the knowledoe in fishing could be put to basic production level. the availability use more-eifectively ..,>,hen posit ive indi of fishable concentrations of fishes and cations with regard to the avaiiability of other mHine life is the decisive factor shoals are known to them. The correct which c~ntrols the economy of the whole and quick interpretation of these indi system. Even when well e quipped cations would Dlace them in a better vessel, fishing gear an d trained person position from where they can use their nelare available, the success of the indu judgment towards achieving great stry is dependent on the availability of success in this endeavour. fishable concentrations of commercially important marine life at the appropriate In India, only very little werk seems time. By the word' fishable concentra to have been done along these lines tions', the implication is availability of especially to arrive at a positive corre sizeable quantities of fishes which could lation between certain natural indica be definitely caught using a particular tions and presence of fishable concent type of craft and gear in a particular rations of comITl "rciallv important area at a particular time. -
Use Water to Fight Water
Use Water to Fight Water QUALITY IS REMEMBERED LONG AFTER PRICE IS FORGOTTEN... www.internationalfloodcontrol.com | www.usfloodcontrol.com THE TIGER DAMTM SYSTEM Due to an ever increasing demand for an innovative alternative to sandbags, U.S. Flood Control Corp. developed a simple rapid deployment system designed to act as a temporary emergency diversion dam suitable for use in a wide variety of situations. The Tiger Dam™ is the only engineered flood control solution on the market. The Tiger Dam™ is the ONLY system that is patented to join together to form a dam of any length and is the ONLY system that is stackable, from 19” to 32’ in height. The Tiger Dam™ can be filled in minutes, with minimal man power and no heavy equipment. The Tiger Dam™ System is a UV rated re-usable system that leaves NO environmental foot print behind. The Tiger Dam™ is used to create temporary dykes, protect critical infrastructure, divert river flow, keep roads open and protect essential utilities…..among a host of other applications. The rapid deployment system is both labor and energy efficient You will find, as have other Emergency Managers that the as well as environmentally friendly when compared Tiger Dam™ of any size will be a valuable tool to your teams to sandbags. flood fighting efforts and as part of your long term mitigation planning. In all Government and independent engineering Thanks to applying the principle “water against water”, it is no tests, when anchored with our patented anchoring system, the longer necessary to build sandbag dams. The Tiger Dam™ can Tiger Dam™ proved to be the most stable product in the flood be a great help for all rescue units as they may be deployed control business.