A Single Sand Fence Section

Similar documents
CHAPTER 62B-34 GENERAL PERMITS FOR ACTIVITIES SEAWARD OF THE COASTAL CONSTRUCTION CONTROL LINE

Straw Bale Barrier. - Along the face and at grade breaks of exposed and erodible slopes to shorten slope length and spread runoff as sheet flow

Using LIDAR to monitor beach changes: Goochs Beach, Kennebunk, Maine

Straw Bale Barrier. Parallel to a roadway to keep sediment off paved areas

PART 1 GENERAL REQUIREMENTS

2. Does not require, involve or include any additions to, or repair or modification of, the existing foundation.

E36. Natural hazards and flooding

E36. Natural hazards and flooding

THEIR APPLICATIONS AND LIMITATIONS

Installation and Maintenance of Erosion Control BMPs

LOT GRADING. LOT GRADING REQUIREMENTS The following lot grading requirements came into effect on May 1, 2007:

DRAINAGE & DESIGN OF DRAINAGE SYSTEM

Infiltration Trench. Image: Cahill Associates, Inc.

CONSTRUCTION SURVEY. Construction survey includes personnel, equipment, and supplies required for, but not limited to, the following:

Construction of Offshore Stormwater Discharges using HDD Technologies

Flow Control No Channel Flow Dry Channels Erosion Control Low Channel Flows Shallow Water Sediment Control High Channel Flows [1] Deep Water [2]

HYDROLOGIC-HYDRAULIC STUDY ISABELLA OCEAN RESIDENCES ISLA VERDE, CAROLINA, PR

Flood Hazard Assessment Report Falls Gulch, Larimer County, Colorado January 16, 2013

Construction of Offshore Stormwater Discharges Using HDD Technologies. Karyn Erickson, D.CE., PE, President Erickson Consulting Engineers, Inc.

Urban Drainage Strategies of Informal Settlement Residents in Cape Town, South Africa

HUMAN IMPACT ON THE LITHOSPHERE

Until 2012, Denmark was one of many countries affected

FENCE PERMIT APPLICATION

Diversion Dikes. Fe=0.95

Departments of Agronomy C709 Conservation Farming and Biological and Agricultural Engineering. Permanent grass cover

Best Management Practice (BMP) Guidance Manual

SECTION STORM DRAINAGE DESIGN, GRADING, AND WATER QUALITY TECHNICAL CRITERIA TABLE OF CONTENTS PAGE 402 STORM DRAINAGE DESIGN CRITERIA 400-1

APPLICATION FOR CONSTRUCTION LETTER OF APPROVAL

NEW CASTLE CONSERVATION DISTRICT. through. (Name of Municipality) PLAN REVIEW APPLICATION DRAINAGE, STORMWATER MANAGEMENT, EROSION & SEDIMENT CONTROL

PRODUCT SPECIFICATION CSI FORMAT Slope and Channel Grid Systems April 2009

Appendix D - Evaluation of Interim Solutions

Design of a Spreader Swale System for Restoration of the South Florida Ecosystem

Constructed Wetland Channel T-9

CITY OF TROY CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587

Introduction to Storm Sewer Design

Ordinance No Lot Surface Drainage

Unit E: Basic Principles of Soil Science. Lesson 7: Understanding Soil Erosion and Management Practices

Section SNOW DISPOSAL SITE DESIGN CRITERIA

WASTEWATER REVIEW CHECKLIST. Project Number: Reviewed By: Telephone:

Training on Roads for Water and Resilience

LCRA WATER CONSERVATION INCENTIVES PROGRAM

Dewatering Solutions for Earth Retaining Structures

Fig: Alignment of a ridge or watershed canal (Head reach of a main canal in plains)

Joint Public Notice. LOCATION: In Salmon Bay, Lake Washington Ship Canal, at Seattle, Washington.

EGRESS CHAPTER ,500 3 Over 2,500 4 OCCUPANT LOAD REQUIRED MEANS OF EGRESS

CHAPTER 6 ADDITIONAL STANDARDS APPLYING TO SHORELAND AREAS AND PUBLIC WATERS

Arctic Civil Infrastructure and Adaptation to Climate Change AASHTO Climate Change Symposium

Lesson 4: Flood Response Methods

CITY OF ASTORIA PUBLIC WORKS ENGINEERING DIVISION ENGINEERING DESIGN STANDARDS FOR IN-FILL DEVELOPMENT

RESIDENTIAL BUILDING PERMIT PROCEDURES

World of Coal Ash Lexington April 2013

Modular Sediment Barriers (Instream)

The Next Generation of Storm Water Treatment Technology

Last Updated March 15, 2016

TECHNICAL CONTENT PROPOSED STEEP SLOPE REGULATION

SPECIAL PROVISIONS - SP2014 BOOK Page 1 October 8, 2013

ROCK SLOPE STABILIZATION PROJECTS LETCHWORTH STATE PARK PORTAGEVILLE, NEW YORK

Integrated Pest Management Program Department of Plant Science and Landscape Architecture UConn Extension

BENEFITS FROM IMPROVING FLOOD IRRIGATION EFFICIENCY

Chapter 5 Hydraulic Structures

R CODE CHANGE PROPOSAL FORM (See instructions on page 2)

Contact the Jurisdictional Engineer for materials allowed by each jurisdiction.

Planning & Building Department. Requirements for Erosion and Sediment Control

3.0 Planning and Submittal Requirements

Design of the Next Generation of Constructed Wetlands

Single Post Anchor Part Number Spectrum Lane ~ Missoula MT ~

SECTION EROSION AND SEDIMENTATION CONTROLS

LANDSCAPE RETAINING WALLS

Sediment Basin. Fe= (Depends on soil type)

CITY OF NORTH MYRTLE BEACH OCEAN OUTFALL PROGRAM

16.0 Water Quality Management Criteria for Developed Land

Created by Simpo PDF Creator Pro (unregistered version) Asst.Prof.Dr. Jaafar S. Maatooq

Atlantic Coast of New York East Rockaway Inlet to Rockaway Inlet and Jamaica Bay, NY

SECTION 903 EROSION CONTROL

Standards for Soil Erosion and Sediment Control in New Jersey May 2012 STANDARD FOR GRASSED WATERWAYS. Definition. Purpose

Application for resource consent Form B Damming and diversion of water

Suspended Metal lath and Cement Plaster. Coverings Rigid Insulation, 1/2 - in 0.75 psf. Floor Fill Lightweight Concrete, per inch 8 psf

Macoupin Mechanical Boats

Structural Inspection

THUNDER BAY AREA DRAINAGE MASTER PLAN

Evelyn Gaiser, FIU SEAS, Copyright Evelyn Gaiser Executive Director School of Environment, Arts and Society

PRECAST CONCRETE PRODUCTS

Lyon Creek Cedar Way Stormwater Detention Dam Operation and Maintenance Manual

Conceptual Engineering Report Collier County Beaches, Florida

Solar Facilities on Landfills Engineering, Permitting, Construction, and Lessons Learned. Engineering from Site Approval through Construction

TECHNICAL GUIDANCE DOCUMENT APPENDICES

Request for Proposal Topographic/Property Line Survey

Construction Site Erosion Control and Phase II of the Stormwater Permit Program

Appendix 4. Bills of Quantities

Issue paper: Aquifer Water Balance

KDOT TEMPORARY EROSION - CONTROL MANUAL

3.0 DESIGN CRITERIA FOR SANITARY SEWER FACILITIES

APPENDIX C INLETS. The application and types of storm drainage inlets are presented in detail in this Appendix.

Soil Permeability Demonstration

15A NCAC 07H.0209 COASTAL SHORELINES (a) Description. The Coastal Shorelines category includes estuarine shorelines and public trust shorelines.

Hydrology of the West Campus, SUNY Stony Brook

Standards for Soil Erosion and Sediment Control in New Jersey May 2012 STANDARD FOR RIPRAP. Conditions Where Practice Applies

ITT# 5P /A Page 1 of 6 Bison Paddock Fence Removal & Replacement. Statement of Work

Dewatering & Foundations. Water. Low tech

Request for Proposal Topographic/Property Line Survey

Transcription:

Vortex Sand Fencing (Patent Pending) Designed by Rip Kirby University of South Florida, Coastal Research Laboratory 4202 E Fowler Ave, SCA520, Tampa FL 33620 Email: jkirby@cas.usf.edu This is one wing of a sand fence section. A section consists of 6 wings wired to a center post and anchored on each end by a post. The wings are 4 feet by 4 feet. The posts are 3 inches in diameter and are 8 feet long. The posts are placed in the ground 4 feet. Each slat of the wired fence is a triangular shaped four foot long wooden slat created by cutting a 4 foot long 1 by 1 in half on the diagonal. The wood is the same type used in regular sand fence manufactured with thin rectangular slats. The wire used to weave this fence is also the same type used in regular sand fence manufacturing. Likewise for the posts, although these posts are a foot longer at 8 feet in length to provide more resistance to erosive action. October 1, 2004 Vortex Sand Fencing Diagrams Page 1 of 6

A Single Sand Fence Section This structure consists of six 4 foot by 4 foot wings wired to a common center post and anchored on each end by a single post. Thus, one section consists of 6 wings and 7 posts. Currently this newly designed fence is made with a fair amount of manual labor on a weaving machine designed for rectangular shaped slats. The cost is $300 per section plus shipping and installation labor. However, after a sufficient amount is manufactured by this manual labor method, the manufacturer (Kalinich Fence Company) will be able to design a modification to their current fence weaving machines that will automate the weaving process and reduce the cost. The new design is robust and expected to survive a winter storm season and thereby eliminate the annual cost of replacing regular fencing normally lost each winter storm season. While this research expense is significantly higher than regular sand fence, given the expected dune creation efficiencies gained with this design and the longevity increase of its operational life span, the cost effectiveness is still better than regular fencing. October 1, 2004 Vortex Sand Fencing Diagrams Page 2 of 6

Turtle Friendly Design - Single Fence Section This design allows installation within a zone where marine sea life, such as turtles and shorebirds may be active. Because the configuration is diamond shaped with the long axis aligned with the landward-seaward line (perpendicular to the shore), animals moving along that path would be diverted in a diagonal direction along the perimeter of the section. Because the section is closed, no dead-end entrapment is possible. In addition, vegetation planted in the center of the section would have an irrigation advantage over vegetation planted along the toe of a dune (as one example) on a flat contour. The section will create a natural low spot quickly and allow rain water to pool in the center area more efficiently than rain water moving off and through the slope of a dune face. As shown on page 4, installation of these diamond shaped, turtlefriendly, closed fence sections would be done so that a minimum width of 2.5 meters would be maintained between parallel fence lines. The offset installation pattern is shown on page 5 for the 6-winged fence section. October 1, 2004 Vortex Sand Fencing Diagrams Page 3 of 6

Mockup Installation of a Turtle Friendly Design Fence Section October 1, 2004 Vortex Sand Fencing Diagrams Page 4 of 6

Mockup Image of Installed Sections The installation pattern is based on the eight foot diameter (2.5m) of each section. These are spaced along a line at eight foot intervals leaving an eight foot gap between each section. A second row is then added to place a section in front of the gap created by the previous row. This pattern is continued until the area needing sand dune formation is covered with sections. Two rows are required as a minimum. There are three advantages to this deployment pattern. First, after enough time to accrete some sediment and start small dunes, any flooding water that reaches the installed sections will be diverted into a tortuous path which helps expend energy. Second, once sand or sediment has begun to accrete and a topographic change is started, the low spots between sections become a natural drainage for rainwater and therefore provides water to any vegetation planted or growing in these low spots (irrigation of planted vegetation can be minimized in this manner). Finally, once the sections are buried by the accreting sand, another layer can be placed on top of the previous layer by offsetting the pattern to avoid hitting the buried sections. In this way, an eight foot high dune could be created (three rows of sections are required as a minimum base for this option.) October 1, 2004 Vortex Sand Fencing Diagrams Page 5 of 6

Research Sites and Funding for Sand Dune Building Projects Needed If your community has a coastal erosion problem and is looking for some validation of the problem from an impartial research focused agency, please contact the University of South Florida Coastal Research Laboratory (http://crl.usf.edu). The Director of the Coastal Research Lab is Dr. Ping Wang. His email address is pwang@cas.usf.edu. The lab contact information is: University of South Florida Coastal Research Lab 4202 E Fowler Ave, SCA 520 Tampa, Florida 33620 URL: http://crl.usf.edu If your community has a beach erosion problem and is looking for a better way to create sand dunes, please contact the University of South Florida Coastal Research Laboratory (http://crl.usf.edu). The graduate student working that aspect of coastal erosion within the Coastal Research Lab is Rip Kirby. His email address is jkirby@cas.usf.edu. Phone is 850-216-1717. The USF Coastal Research Lab is supported by various organizations and foundations whose generous grants provide funding for coastal geology research conducted by the CRL. Your tax-deductible donation can help with this important research and provide significant assistance to the hardworking students and graduate students who conduct pre- and post-storm coastal research. The data they gather is used by all levels of government agencies to validate their own data as well as by private property owners and other citizens researching coastal issues. October 1, 2004 Vortex Sand Fencing Diagrams Page 6 of 6