DOCSLIB.ORG

Shoreline Development 99 Chapter

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Shoreline Development 99 Chapter The Lake Book Shoreline Development 99 Chapter Canandaigua Lake offers beautiful scenery, clear blue waters, good fishing, and is an excel- lent lake for water sports. These factors have proven to be an irresistible combination for thou- sands of homeowners and vacationers. Much of the lake front development occurred during the 1950s and 60s, a time period when there was less concern about the effects of development on the lake shore and water quality. Building along Canandaigua Lake has continued since then. Today there are around 1100 seasonal and year round residences on approximately 1400 lake shore parcels. High building densities, building on mar- ginal lands, greater numbers of septic systems, View of development along the north end of the lake. and aging pictureseptic systems of scenic risk lakeshore overwhelming develop- Canandaigua Lakes natural abilityment to effectively dilute wastes and nutrients from runoff and seep- age. In an effort to protect public health, safety, and to address potential environmental impacts that building and altering the landscape might have, most municipalities have adopted regula- tions that govern design and construction in and around the lake. Contained in the zoning ordi- Table showing the increased residential nances, these regulations pertain to type and lo- development within the watershed. cation of septic systems, home distance from shore, maximum building height, etc... Ordi- 49 Shoreline Development nances vary from town to town, so it is impor- count before any construction. tant to check with your local zoning officials as to the particulars of your area. They will also Sediment Control for Building and Property know which other agencies it will be necessary Improvements to contact before building. Depending on a num- The largest negative impact that construc- ber of site factors, it may be necessary to obtain tion can have on the lake is increased sedimenta- construction permits from the town, state, or tion due to increased runoff over disturbed soils. even federal agencies. Sediments in the lake can muddy the water, Construction of a dock, mooring, boathouse, smother fish eggs, increase cost of water filtra- accessory structure and boat hoist is subject to tion and bring in nutrients that cause undesirable the Canandaigua Lake Uniform Docking and algae blooms. Simple erosion control practices Mooring Law enforced by the local Code En- can reduce the amount of soil reaching the water forcement Officer (CEO). In addition, any ex- by reducing the amount and velocity of water cavation at or below mean high water level washing downhill. (MHWL), 689.4 ft above mean sea level (the lake level is printed daily in the local weather Before the project begins - A little forethought section of The Daily Messenger of Canandaigua), and understanding of how erosion prevention requires a permit from the New York State De- works will make sediment control easier. In na- partment of Conservation (DEC). An example ture, plant roots hold soil in place during storms would be the construction a dock anchored to and heavy snow melts. Debris, grasses and un- shore by a breakwall. A DEC and local permit derbrush slow overland flow, allowing the water would be required for the breakwall and possi- more time to infiltrate into the soil and reducing bly a separate local permit would be necessary the power of the water. This means that the less for the dock. If you have any doubts about the natural landscape is disturbed when building, whether or not a permit is needed for a project, the less area for erosion to occur. Deflecting call your local CEO and/or the DEC. It is al- clean water away from the disturbed site will ways better to discover a permit is not needed also help reduce erosion. Seeded and mulched rather than being cited for a violation. swales (shallow diversion ditches) and dikes can Ordinances, laws, rules and regulations were be used for this purpose. Direct the flow into a created to protect public health, safety, welfare stable area. and the environment. Protection of water qual- Temporary sediment barriers placed before ity of Canandaigua Lake is important to the 1,500 construction can intercept and remove sediment lake area residences and the 50,000 people from from runoff once excavation begins. Straw bales the City and Town of Canandaigua, Gorham, solidly staked into the ground slows flow, allow- Farmington, Middlesex, Newark, Palmyra, ing suspended particles to settle, and can act as a Rushville, and other municipalities that drink wa- filter for water running through. A silt fence works ter from Canandaigua Lake. These laws also like straw bales but can be used on steeper slopes. help preserve the clarity of the water, scenic Both need to be checked periodically to make views, fisheries, and many of the other reasons sure they are working properly. Swales and dikes people are drawn to the lake. Please remember can be used to divert sediment-laden water to set- that everyone on and around the lake is part of a tling ponds or other sediment trapping devices. community, and each individual has an impact. These are usually used on larger construction projects in conjunction with bales and fences. The next three sections provide informa- Once the erosion prevention and sediment tion on shoreline development: residences, docks, control measures are in place, excavation and con- and beach erosion protection. The fourth sec- struction can begin. tion provides important information on lake lev- els and flooding that should be taken into ac- During construction - Preserve as much of the 50 Shoreline Development topsoil as possible. Stockpile it out of the way is to be mowed, light and moisture conditions, and protect it by covering it or seeding it. Re- and the steepness of the slope. Replanting na- placing a layer of topsoil after construction pro- tive vegetation has the advantage that these vides a good base for replanting, reduces irriga- plants have evolved in the area and are well tion needs, and reduces the need for fertilizer. suited for the conditions. Check the sediment control devices and ad- Mulch is used to stabilize the soil, provide just as necessary. As grades change during con- moisture for the seedlings, and prevent seeds and struction, the direction and force of the runoff seedlings from washing away. Some examples can change as well. This would make previous of different types of mulches are: sawdust, efforts for control ineffective. woodchips/bark mulch, compost, hay or straw, Protect existing vegetation, including trees, peat moss, gravel or stone, and plastic. Each has from additional damage. Keep the area of im- its advantages and drawbacks. A local nursery or contractor should have more information. Once plants have established a sufficient root system to prevent erosion, the erosion pre- vention and sediment controls can be removed. Sediment accumulated in basins and traps to be removed should be carefully disposed of to pre- vent it from washing down into the lake. Some- times it is desirable to leave the erosion preven- tion dikes and/or swales permanently. Before beginning any project, remember to contact the local CEO about local zoning ordi- nances and permits. Also, discuss erosion and sediment control measures with your contractor to make sure control measures will be installed. Docks Many lake residents desire a dock for easy access to the water, docking for boats, fishing access, and other forms of recreation. They can be permanent - anchored to the lake bed and left in place year-round; or temporary - a seasonal Inadequate stablization leads structure. There are specific regulations regard- to erosion into the lake. ing the size and location of the docks in the Canandaigua Lake Uniform Docking and Moor- pact contained in the smallest area reasonable. ing Law. Some of the more important restric- It often takes a year or more to re-establish veg- tions for residential properties are: etation on a disturbance, many years to replace a dead tree. 1. Structures have to be at least 10 ft from any property boundary unless it is Afterwards - Stabilize the disturbed areas as to be shared by the respective owners. soon as possible upon completion of the project. This can include replacing the topsoil saved, 2. The number of boat slips and/or moor- seeding or planting and finally mulching. Plac- ings as well as the number of docks al- ing sod is another option. In selection of seed- lowed by this law is determined by the ing mixture or plants consider whether the site lineal feet of lakeshore owned as follows: 51 Shoreline Development 0 - 25ft: 1 boat slip, 1 dock ing docks are decks supported by buoyant mate- 25.01 - 50 ft: 2 boat slips, 1 dock rials such as clean, sealed plastic drums or rigid, 50.01 - 100 ft: 3 boat slips, 1 dock plastic foam. The dock should be kept in place 100.01 - 150 ft: 4 boat slips,2 by chains attached to weights in the lake bed. docks Cantilever docks have one end permanently fixed 150.01 - 200 ft: 5 boat slips,2 docks 3. Docks cannot exceed 720 sq ft. The main body of the dock can be a maxi- mum of 8 ft wide as measured parallel to the shoreline and can be a maximum of 60 ft long or as long as necessary to reach 3 ft of water depth as measured from the mean low water level. In this case the length maybe restricted if the Cantilever Dock dock is a hazard to safe navigation. to the shore while the deck juts out over the wa- 4. Mooring buoys are prohibited for prop- ter, the far end supported by floats, vertical posts erties with only 0 - 25 ft of shoreline.
Load more

Recommended publications
  • Integrated Feasibility Study & Draft Environmental Assessment
    Integrated Feasibility Study & Draft Environmental Assessment Section 204 Studies: Beneficial Use of Dredged Material for Ecosystem Restoration Woodland Islands, Lower Columbia River Estuary February 2018 DRAFT 1 This page is intentionally blank 2 Woodland Islands, Lower Columbia River Estuary Section 204 Studies: Beneficial Use of Dredged Material for Ecosystem Restoration Feasibility Study and Draft Environmental Assessment Prepared by U.S. Army Corps of Engineers Portland District Lower Columbia River Beneficial Use of Dredged Material for Ecosystem Restoration Project Delivery Team 3 This page is intentionally blank 4 Executive Summary This integrated Feasibility Study and draft Environmental Assessment (FS/EA) has been prepared by the U.S. Army Corps of Engineers, Portland District (Corps) to develop and evaluate the feasibility of alternatives for the strategic placement of dredged material to restore and expand shallow water and scrub-shrub wetland habitat for fish and wildlife species in the Lower Columbia River estuary. This evaluation resulted in the recommendation of a Tentatively Selected Plan (TSP), also referred to as the “Proposed Action” for purposes of the National Environmental Policy Act of 1969 (NEPA). In accordance with regulations implementing NEPA, this FS/EA compares the environmental consequences of the alternatives, including the Proposed Action, and identifies a preferred alternative (the TSP/Proposed Action). This project is authorized under the Continuing Authorities Program (CAP) pursuant to Section 204 of the Water Resources Development Act (WRDA) of 1992, as amended by Section 2037 of WRDA 2007, which provides the U.S. Army Corps of Engineers with the authority to restore, protect, and create aquatic and wetland habitats in connection with construction, operation, or maintenance dredging of an authorized navigation project.
    [Show full text]
  • Bell Umd 0117N 21178.Pdf (8.024Mb)
    ABSTRACT Title of thesis: DYNAMIC EQUILIBRIUM BEACH PROFILES: FORCES OF OFFSHORE SEDIMENT TRANSPORT IN MARYLAND’S CHESAPEAKE BAY Degree candidate: Lynda Bell Degree and year: Master of Science, 2020 Thesis directed by: Dr. Lawrence Sanford, Professor University of Maryland Center for Environmental Science To examine the impact of shoreline erosion on the near shore environment, it is necessary to estimate the quantity and quality of yearly sediment mass that is likely to be added by erosion. Data were collected in 2008 at ten sites along the Maryland shoreline of the Chesapeake Bay and compared to both empirical and theoretical models of offshore profiles. The data collected at each site included a series of three-dimensional bathymetric profiles from offshore transects run at each site, as well as a series of sediment core data that were acquired along each transect. Relationships between grain size, beach type, sediment composition, and strength of eroding sediments were also explored. The results showed that sands dominated offshore surficial sediments at most locations, even though the source sediments were mixtures of sands and muds. The observed offshore profiles were consistent with expectation from ocean beach profile paradigms, with the exception that the steepness proportionality factor was not related to sediment grain size. An adjusted form of the classic Bruun relationship for predicting shoreline retreat was in approximate agreement with long-term observations. DYNAMIC EQUILIBRIUM BEACH PROFILES: FORCES OF OFFSHORE SEDIMENT TRANSPORT IN MARYLAND’S CHESAPEAKE BAY by Lynda Bell Thesis submitted to the Faculty of the Graduate School of the University of Maryland at College Park in partial fulfillment of the requirements for the degree of Master of Science 2020 Advisory Committee: Dr.
    [Show full text]
  • Field Conference 1984 of the INQUA Subcommission on Shorelines of Northwestern Europe
    Eiszeitalter u. Gegenwart 35 1—4 Hannover 1983 Field Conference 1984 of the INQUA Subcommission on Shorelines of Northwestern Europe HANSJÖRG STREIF*) Field Conference, excursion, INQUA, paleogeography, morphogenetical processes, shorelines, geological traverse, sedimentary sequences, classification, Weichselian Late Glacial, estuaties. Northwest German Plains (Jade Bay region, Weser estuary, Elbe estuary), Niedersachsen, Schleswig-Holstein, Jutland, Skagen, Klim, North Sea, Baltic Sea Abstract : The confetence included an excursion along a geological ttaverse which extended from the Jade Bay region, the Wesei estuary and lower Elbe, along the west coast of Schleswig-Holstein and Denmark as far as Skagen. It dealt with paleogeogtaphical changes of the coast lines, sedimentary sequences, and the stratigtaphical classification of the Weichselian Late Glacial and Holocene morphogenetical processes. A symposium at Klim, Denmark, was dedicated to comparable phenomena in the entite Noith Sea and Baltic Sea areas. [Feldkonferenz 1984 der INQUA Subkommission für Küstenlinien von Nordwesteuropa] Kurzfassung: Die Veranstaltung umfaßte eine Exkursion entlang einer geolo­ gischen Traverse vom Wesermündungs- und Jadebusengebiet über den Untetelbetaum, die schleswig-holsteinische und dänische Westküste bis Skagen. Dabei wunden die paläogeogtaphi- schen Veränderungen der Küstenlinien, die Sedimentabfolgen und zeitliche Einstufung det morphogenetischen Prozesse des Weichsel-Spätglazials und Holozän untersucht. Ein Symposium in Klim, Dänemark, befaßte sich mit gleichen Themen aus dem gesamten Nord- und Ostsee­ bereich. The 1984 field conference of the INQUA Subcommission on Shorelines of North­ western Europe was held between September 15 and 21 and was attended by twentysix scientists from eleven countries. The conference included an excursion from Bremen to Alborg, and a symposium was held on September 20 at Klim, Denmark.
    [Show full text]
  • Characterisation and Development of a Modern Barrier Island Triggered by Human Activity in Dublin Bay, Ireland
    Irish Geography Vol. 52, No. 1 May 2019 DOI: 10.2014/igj.v51i2.1378 Bull Island: characterisation and development of a modern barrier island triggered by human activity in Dublin Bay, Ireland Sojan Mathew1*, Xavier M. Pellicer 2, Silvia Caloca2, Xavier Monteys3, Mario Zarroca4, Diego Jiménez-Martín5 1 School of Geography, University College Dublin, Belfield, Dublin, Ireland. 2 Geological Mapping Unit, Geological Survey of Ireland, Haddington Road, Dublin, Ireland. 2 Geological Mapping Unit, Geological Survey of Ireland, Haddington Road, Dublin, Ireland. 3 Coastal and Marine Unit, Geological Survey of Ireland, Haddington Road, Dublin, Ireland. 4 Àrea de Geodinàmica Externa i Hidrogeologia, Universitat Autònoma de Barcelona, Barcelona, Spain. 5 TSUP Pesca y Asuntos Marítimos, Pesca Y Asuntos Marítimos / G.Pesca Y Asuntos Maritimos, Grupo Tragsa – SEPI, Spain. First received: 21 July 2018 Accepted for publication: 03 April 2019 Abstract: Bull Island is a 5km long sand spit extending north-eastwards from the North Wall of Dublin Port, and was developed following the construction of the North Wall during the first half of the 19th century. In this investigation, characterisation of hydrostratigraphic units and erosion/accretion rates of the beach dune system was quantified using geomorphological and geophysical data. Depth-to-bedrock and spatial distribution of the major hydrostratigraphic units were estimated from ERT data. GPR data was used to characterise the aeolian sediment thickness and facies associations. It was found that the sediment accumulation in the south-western parts is expressed by low frequency, poorly developed dune ridges of 1-2m height combined with fresh water marshes, evolving north-eastwards into high frequency well-developed sand dunes reaching maximum heights of 9m.
    [Show full text]
  • Integrated Feasibility Study & Draft Environmental Assessment: Section 204 Studies: Beneficial Use of Dredged Material for E
    Integrated Feasibility Study & Final Environmental Assessment Section 204 Studies: Beneficial Use of Dredged Material for Ecosystem Restoration Woodland Islands, Lower Columbia River Estuary March 2020 1 This page is intentionally blank 2 Woodland Islands, Lower Columbia River Estuary Section 204 Studies: Beneficial Use of Dredged Material for Ecosystem Restoration Feasibility Study and Environmental Assessment Prepared by U.S. Army Corps of Engineers Portland District Lower Columbia River Beneficial Use of Dredged Material for Ecosystem Restoration Project Delivery Team 3 This page is intentionally blank 4 Executive Summary This integrated Feasibility Study and final Environmental Assessment (FS/EA) has been prepared by the U.S. Army Corps of Engineers, Portland District (Corps) to develop and evaluate the feasibility of alternatives for the strategic placement of dredged material to restore and expand shallow water and scrub-shrub wetland habitat for fish and wildlife species in the Lower Columbia River estuary. This evaluation resulted in the recommendation of a Tentatively Selected Plan (TSP), also referred to as the “Proposed Action” for purposes of the National Environmental Policy Act of 1969 (NEPA). In accordance with regulations implementing NEPA, this FS/EA compares the environmental consequences of the alternatives, including the Proposed Action, and identifies a preferred alternative (the TSP/Proposed Action). This project is authorized under the Continuing Authorities Program (CAP) pursuant to Section 204 of the Water Resources Development Act (WRDA) of 1992, as amended by Section 2037 of WRDA 2007, which provides the U.S. Army Corps of Engineers with the authority to restore, protect, and create aquatic and wetland habitats in connection with construction, operation, or maintenance dredging of an authorized navigation project.
    [Show full text]
  • Code of the City of Estell Manor
    Code of the City of Estell Manor COUNTY OF ATLANTIC NEW JERSEY SERIAL NO. GENERAL CODE A Member of the ICC Family of Solutions www.generalcode.com 2021 PREFACE The recording of local law is an aspect of community history; as the community develops and changes, review and revision of old laws and consideration of new laws, in the light of current trends, must keep pace. The orderly collection of these records is an important step in this ever- continuing process. Legislation must be available and logically arranged for convenient use and must be kept up to date. Contents of Code The various chapters of the Code contain all currently effective legislation of a general and per- manent nature, including revisions or amendments. The Disposition List contains a listing of leg- islation and its placement in the Code or the reason for its exclusion, and indicates the most recent legislation reviewed for inclusion in the Code. The Appendix is reserved for certain forms of lo- cal legislation that are not general and permanent in nature but are of significance to the commu- nity or conduct of government. Reserved Chapters Unassigned chapter numbers do not appear in the Table of Contents but are available for assign- ment to new subject matter in a way that maintains the Code structure. Numbering of Sections A numbering system is applied to all sections. The first number indicates the chapter number and the second number indicates the location of the section within that chapter. Histories Histories indicate the specific legislative source from which the content was derived, including the enactment number, if pertinent, and the date of adoption.
    [Show full text]
  • Number 23, Pages 4721-4856
    You're viewing an archived copy from the New Jersey State Library. 1, .' :--'. I • I , ~_,' ;:;~...,. ~, ~~. H .: ··t:~ .:C -« u -t' :G... J,;" <Ii:'''' ... ~ L ) !'~ :...~t ", ..r..:." ~--- "'-: ,LI ~ ~ 1 { J 1"'"'- -. I ....:< 1HJ~ JOCRNAL OF STATE AGENCY RULEMAKING ,. ~ ~" 7 VOLUME 26 NUMBER 23 December 5, 1994 Indexed 26 N.J.R. 4721-4856 (Includes adopted rules filed through November 9, 1994) MOST RECENT UPDATE TO NEW JERSEY ADMINISTRATIVE CODE: SEPTEMBER 19, 1994 See the Register Index for Subsequent Rulemaking Activity. NEXT UPDATE: SUPPLEMENT OCTOBER 17, 1994 RULEMAKING IN THIS ISSUE EXECUTIVE ORDER TRANSPORTATION Speed limit zones along Route 47 in Dennis Township, OFFICE OF THE GOVERNOR Cape May 4745(a) Executive Order No. 27(1994): Requirement in State Left turns along U.S. 9 in Middle Township, agency rulernaking for statement concerning Federal Cape May 4746(a) standards 4723(a) TREASURY-GENERAL Public Employees' Retirement System 4747(a) RULE PROPOSALS Division of Building and Construction: classification and qualification of bidders 4747(b) Interested persons comment deadline 4722 EXECUTIVE COMMISSION ON ETHICAL STANDARDS Standards for State officials and employees regarding COMMUNITY AFFAIRS attendance at events, acceptance of honoraria, and Local government finance: renewal of registration of acceptance of compensation for published works 4757(a) Cooperative Purchasing System 4724(a) ENVIRONMENTAL PROTECfION RULE ADOPTIONS Affirmative defenses to liability for air pollution violations: public workshop and request for COMMUNITY
    [Show full text]
  • Small-Scale Coastal Adaptation Projects: Effective in Big Ways
    Fact Sheet Small-scale Coastal Adaptation Projects: effective in big ways Stillhouse Cove, Cranston: Above, workers fill coir Van Zandt Ave., Warwick Above, eroded pave- tubes with sand. ment is removed from the road’s end. Photos: Save The Bay, CRMC Photos: Save The Bay, CRMC Rhode Island shorelines are eroding, and coastal properties and public infrastructure are becoming more vul- nerable as sea levels rise. As a result, Rhode Island communities and property owners are investigating op- tions for erosion control and flood prevention. Save The Bay and CRMC, with funding from NOAA, conducted an assessment of coastal erosion and flooding impacts to municipal properties throughout the state. This as- sessment resulted in 13 coastal adaptation projects that employ a variety of alternatives to traditional shore- line hardening. These alternative methods of addressing coastal erosion and flooding include: non-structural shoreline protection using natural materials; bank re-grading; removal of coastal infrastructure; stormwater treatment; coastal buffer planting; dune restoration; intertidal shellfish reefs, and hybrid techniques that com- bine hard materials with vegetation. The assessment examined the suitability of these various shoreline adaptation techniques for locations in Narragansett Bay and Rhode Island’s southern coastal ponds. Projects were completed in Warwick, Barring- ton, Warren, Bristol, Newport, and Cranston. These projects are all examples of small-scale efforts that are relatively low-cost and simple to construct, but can still have significant environmental and public access ben- efits. More information on these projects will be available at www.crmc.ri.gov/coastalresilience.html, as well as Save The Bay’s web site: www.savebay.org.
    [Show full text]
  • A&E Building Rules & Regulations
    SM ASSOCIATION A&E Building Rules & Regulations Approved October 24, 2014 Effective January 1, 2015 Major Revisions for 2015 Page 3 Code Revisions 2012 International Building Code Page 3 Code Revisions 2012 IL Energy Conservation Code Page 3 Code Revisions 2004 IL Plumbing Code Page 3 Code Revisions 2012 International Residential Code Page 3 Code Revisions 1997 IL Accessibility Code Page 3-10 Rule Revisions Plan Requirements www.golakecarroll.com INDEX A&E Comm Policies .................. 24 Guardrails Radon Mitigation System ............ 6 Accessory Buildings ................. 16 General Info ............................. 9 Ranchette Lots ........................... 30 Adjacent Property ................ 10, 24 Handrail ……………………..7, 9 Replatting ................................... 10 Alarm Form ................................ 44 Header (Rough Framing) ………6 Replatting Of Lots ..................... 10 Animal Control-Nuisance .......... 26 Hot Tubs .................................... 18 ResidentialBldg Req & Specs ...... 3 Antennas .................................... 18 Inspection Schedule ................... 38 Retaining Walls .......................... 24 Barns .......................................... 17 Inspections Road Postings ............................ 49 Building Approval ..................... 12 Mandatory .............................. 13 Set Backs.................................... 29 Building At Lake Carroll ............. 3 Insulation – Interior / Exterior ..... 7 Set Backs-Lake Access Lots ...... 30 Building Permit Application
    [Show full text]
  • Peace River Basin Board Info & Budget Notebook
    Peace River Basin Board Information and Budget Notebook Friday, August 4, 2006 9:30 a.m. Paynes Creek Bartow Service Office 170 Century Boulevard Bartow, Florida (863) 534-1448 PEACE RIVER BASIN BOARD C. A. "Neil" Combee, Jr., Co-Chair Ex Officio Patsy C. Symons, Co-Chair Ex Officio J. Kenneth Harrison, Vice Chair Ann W. Dunlap, Secretary Rufus C. Lazzell, Member James L. Hageman, Member Paul G. Samuels, Member Fred W. Trippensee, III, Member Committee Members: Basin Board Land Resources Committee: Ken Harrison - primary Rufus Lazzell - alternate Basin Board Education Committee: Ann Dunlap - primary Paul Samuels/Fred Trippensee - alternates Charlotte Harbor National Estuary Program Policy Committee: Rufus Lazzell Agenda Bartow, Florida August 4, 2006 9:30 a.m. Item Presenter 1. Call to Order and Roll Call Neil Combee/Phyllis Young 2. Pledge of Allegiance to the American Flag and a Moment of Silence Neil Combee 3. Additions and Deletions to the Agenda Lou Kavouras 4. Consent Items: a. June 9, 2006, Meeting Minutes Lou Kavouras b. Facilitating Agricultural Resource Management Systems – Diner Eric DeHaven Citrus & Cattle Company and OSS, LLC c. Facilitating Agricultural Resource Management Systems Eric DeHaven Program – Board Encumbrance d. Alligator Creek Wetland Restoration Project – Board Encumbrance Mark Hammond e. Lake Hancock Lake Level Modification Project – Board Encumbrance Mark Hammond f. Peace Creek Canal Watershed Management Project – Mark Hammond Board Encumbrance g. Lake Fannie Berm Rehabilitation – Board Encumbrance Mike Holtkamp h. Water Protection and Sustainability Program Trust Funds – Gregg Jones Board Encumbrance 5. Discussion Items: a. Status of Evaluation of Aquifer Storage and Recovery Systems Project Gregg Jones b.
    [Show full text]
  • Final Report Delaware Living Shoreline Possibilities
    Partnership for the Delaware Estuary Rutgers’ University Haskin Shellfish Research Laboratory Final Report Delaware Living Shoreline Possibilities Submitted to Delaware Coastal Zone Program 2012 PDE Report No. 12-04, July 2012 Page i Contents Introduction ........................................................................................................ 1 POSSIBLE STRATEGY TO COMBAT EROSION ..............................................................................................1 PLANNING FOR LIVING SHORELINES IN THE DELAWARE ESTUARY ...................................................................3 REPORT ORIENTATION ........................................................................................................................3 Chapter 1. Living Shoreline Inventory ................................................................. 5 DEFINING LIVING SHORELINES ...............................................................................................................5 PURPOSE AND BENEFITS OF LIVING SHORELINES ........................................................................................8 INVENTORY OF LIVING SHORELINE TYPES AND METHODS ........................................................................... 10 “BIO-BASED” MATERIAL OPTIONS ............................................................................................................. 11 INERT MATERIAL OPTIONS ....................................................................................................................... 13 HYBRID
    [Show full text]
  • The Situation of the Baltic Green Belt, Its Threats and Its Chances
    The preparation of this paper and the underlying research have been part-financed by the European Union (European Regional Development Fund) The situation of the Baltic Green Belt, its threats and its chances - National Report Germany - Compiled by BUND Mecklenburg-Vorpommern (Friends of the Earth Germany, Mecklenburg-Vorpommern state branch) for Coalition Clean Baltic A. Basic data 1. Country a. Overview Germany is one of the largest (357.000 km²) and most populous (ca. 82 mio. inhabitants) countries in Europe and in the Baltic Sea region. The country has a federal structure made up of 16 states (Länder) which have far-reaching legislative rights and a substantial amount of self-governance. The whole country has a temperate climate, distinctly atlantic in the northwest and more continental in the rest of the country. Winters are therefore milder than in the rest of the Baltic Sea region. Germany lies in the catchment area of three European seas: The North Sea, the Black Sea and the Baltic Sea. Most big German rivers drain into the first two, with the North Sea catchment area making up by far the largest part of the country. The only larger river flowing into the Baltic Sea is the Oder, the share of its catchment area in Germany being almost negligible though compared to its Polish part. Besides, only smaller rivers like Schwentine, Trave, Warnow or Peene drain into the Baltic. Consequentially, Germany's share of the catchment area of the Baltic Sea is comparatively small and amounts to only 28.790 km². This is the smallest of all Baltic coastal states, only inland nations like Ukraine or the Czech Republic have smaller areas.
    [Show full text]