How To Manage Wildlife And Wildlife Damages At Earthen Dams
|
|
|
- Duane Gaines
- 5 years ago
- Views:
Transcription
1 Dam Owner s Guide To Animal Impacts On Earthen Dams FEMA L-264 / September 2005
2
3 Twenty-five states across the U.S. can write headlines of unsafe dam operations caused by nuisance wildlife intrusions, and many dam owners find the struggle to adequately manage nuisance wildlife at their dams a never-ending story. The tasks of proper and timely wildlife damage observation, species identification and management, and dam repair often prove to be daunting responsibilities that sometimes go unchecked, despite the good intentions of dam owners. The damages caused by nuisance wildlife often appear minor and small burrows, shallow dens, and limited erosion may not trigger a dam owner s concern. However, the news in many states is that minor damages such as these are often at the core of unsafe dam operations or outright dam failure.
4 The dam owner is the first line of defense against unsafe dam operations. As such, the Federal Emergency Management Agency (FEMA) published this brochure to help the dam owner manage nuisance wildlife and wildlife damages at earthen dams. To reduce the risk of dam failure due to wildlife intrusions, this brochure provides information on nuisance wildlife damages, wildlife observation during routine inspections, wildlife identification, and basic damage repair. Most simply, this brochure provides dam owners with a process for observing and managing wildlife intrusion damages. Regardless of which species or damages are encountered at the dam, coordination with the State Dam Safety Official and State Wildlife Manager is recommended to ensure that appropriate and lawful dam repair and wildlife management occurs. Small Animals Can Cause Big Problems Earthen embankment dams are used by private landowners and State and Federal agencies to store farm water supplies, city water supplies, recreational waters, flood waters, and wastewater lagoons. Earthen dams rely on a thick placement of compacted soils to withstand the water pressure of the pool contained behind the embankment. Often constructed outside of developed areas, the earthen dam environment is usually near a water source and can contain a variety of vegetation; given these characteristics, earthen dam environments can be naturally conducive to use by wildlife. Through their
5 Wildlife interacts with the dam environment as if it were natural habitat. However, pocket gopher burrows and beaver dams can lead to disaster in the earthen dam environment. natural desire to create dens, search for food, or escape predators, wildlife burrow, graze, root, and traverse the embankment as if it were natural field or forest. These activities cause a host of damages to an earthen dam and can even lead to dam failure. The first step in fortifying a dam against unsafe operations caused by wildlife damage is to understand what could go wrong if wildlife Wildlife species that routinely damage earthen dams include: Muskrat, Beaver, Mountain Beaver, Woodchuck, Pocket Gopher, North American Badger, Nutria, Prairie Dog, Ground Squirrel, Armadillo, Livestock (cow, sheep, horse, pig and wild pig), Crayfish, Coyote, Moles and Voles, River Otter, Gopher Tortoise, Red Fox and Gray Fox, Canada Goose, American Alligator, and Ants.
6 damage is left unchecked. While a dam owner may observe a few small burrows on the upstream and downstream slopes, it is important to understand that potential problems, like those burrows, often run deep below the surface. In general, there are three main serious effects that wildlife activities can have on earthen dams: hydraulic alteration, structural integrity losses, and surface erosion. Hydraulic Alteration This is the most significant and often least obvious impact of wildlife intrusions. Burrows on the upstream and downstream slopes can dramatically alter how a dam controls the water pooled behind the dam. Dramatic changes to the designed hydraulic function of a dam include: altered phreatic surface burrow theoretical phreatic surface Burrows can alter dam hydraulics by shortening seepage paths. process continued over time Burrows can lead to piping within an embankment.
7 Shortened seepage paths; Increased seepage volumes; Increased probability of slope failure; and Internal erosion of embankment materials (piping), which is a progressive condition that can rapidly lead to failure of the dam. In addition, beaver mounds may block principal and emergency spillways and riser outlets, resulting in: Increased normal pool levels and reduced spillway discharge capacity; Sudden high discharges from the dam if the beaver dam fails; Clogged water control structures as debris from an upstream beaver dam floats downstream; and Erosion of the downstream toe as a result of elevated tailwater caused by beaver activity. groundhog den soil movement into burrow
8 Structural Integrity Losses Many species excavate dens and burrows within embankment dams, causing large voids that weaken the structural integrity of the dam. Typical voids can range from the size of a bowling ball to a beach ball and much larger, and can cause many adverse effects: Localized burrow collapse can occur due to heavy rain and snow melt, or heavy equipment or vehicle use on the crest. Collapsed burrows can progressively lead to sinkholes or depressions on the embankment surface. Collapsed crest soils can result in a loss of freeboard, thus endangering the dam during storm events. Massive slope instability can result from collapsed burrows and soil losses. Surface Erosion Wildlife that graze or traverse areas of open vegetation associated with dam embankments can cause a widespread loss of vegetative cover. This increased feeding and traffic pressure on the dam s vegetative groundcover can lead to: Erosion paths; Decreased soil retention on the dam s crest and slope; collapse theoretical seepage line
9 Increased rates of soil erosion because of the lack of stabilizing vegetation from grazing and trafficking; Irregular surface erosion and the formation of rills and gullies; and Reduction in freeboard and loss of cross section, and in turn, an increase in the dam s vulnerability to damage from high water during large storm events. Livestock can remove stabilizing vegetation through grazing and hoof traffic. Burrows can collapse, leading to formation of sinkholes and loss of structural integrity.
10 Routine Inspection With A Twist The second step toward fortifying a dam against the effects of nuisance wildlife damage is to inspect the dam from both engineering and biological perspectives. While the dam inspection is focused primarily on seepage, deformation, and structural deficiencies, dam owners should supplement their regular dam inspection (as required by dam safety) with wildlife behavior, hunting, and burrow location preferences so that routine inspections can be representative of the full range of potential performance problems Upland Areas. Many species live in the upland areas, away from the water. Even the downstream slope, abutments, and groin areas of the dam can be considered upland in terms of habitat. Forest Fringe. The zone between two environments (the edge) is the best place to observe those species living at and around the dam. The more habitat types at the dam, the greater number of species likely to inhabit the dam. Mountain beaver or armadillo prefer forested/wooded areas. Emergency Spillway. Beaver often dam the spillway, causing the pond water levels to rise. Left Abutment Contact. Inappropriate Vegetation on Embankment. Many dams contain vegetation other than mowed grass. Improper vegetation provides cover and food supply, which encourage animals to inhabit the dam. Downstream Slope. This area is often the location where groundhogs, coyote, and fox excavate burrows. Canada geese will feed on the downstream slope, which could cause loss of protective vegetative cover and associated erosion. Species that prefer upland areas could be found in this area. 10
11 Left Groin. Discharge Conduit and Outlet Channel. Beaver can dam the outlet structure. Aquatic species may inhabit this area depending on water flow and availability of vegetation. Toe of Embankment and Right Groin. Erosion Pathways on the Embankment. Livestock traverse the embankment creating erosion pathways. Right Abutment Contact. Crest. Livestock traverse the crest, which creates ruts. The ceilings of beaver and muskrat burrows in the upstream slope are often just below the dam crest. Aquatic Fringe. The zone where the bank meets the pond usually contains aquatic vegetation preferred by many animals such as nutria. Upstream Slope. Beaver, muskrat, and nutria prefer the upstream slope for burrow excavation. Alligators, otters, and turtles usually live in the shallow waters near the upstream slope. Principal Spillway (with riser and trash rack). Beavers can block principal spillways by constructing dams. 11
12 Given the dynamic nature of wildlife and its desire to avoid human interaction, a dam owner will seldom witness wildlife causing damage to dams, and as such, accurate wildlife identification may be difficult. Misidentification of a wildlife species may result in inadequate mitigation, which could allow damage to continue, and perhaps lead to dam failure. As a general management approach, dam owners should become familiar with wildlife at their dam and the damage the wildlife can cause so that they can identify and mitigate wildlife damages before dam operations are compromised. 12
13 Wildlife Identification And Damage Repair Complex repairs and preventive action design requires the services of a professional engineer and should not be attempted by the dam owner Once dam owners identify wildlife damages and narrow down which species may be responsible, they should coordinate with their state dam safety representative ( and their state wildlife agency ( fws.gov/statelinks.html). At this point, precise wildlife identification and assessment and repair of the damage must occur to protect dam operations and prevent further damage. 13
14 Dam owners should seek positive wildlife identification either through their state wildlife agency contact or though a professional trapper (www. nationaltrappers.com). A dam owner who uses A Dam Owner s Guide to Animal Intrusions (FEMA 2004) is likely to positively identify the responsible species depending on the field clues available. However, professional input will provide the most accurate species identification results, and will be required should it be necessary to remove the species from the dam environment. Appropriate repairs to the dam would be made once a dam owner identifies the damage and the species responsible. In some cases, basic repairs can be conducted by the dam owner following coordination with the dam safety representative. However, complex repairs and preventive action design (such as installing rip-rap on the upstream slope) requires the input of a professional engineer and should not be attempted by the dam owner. 14
15 Monitoring The next step to maintaining safe dam operation is to monitor the effectiveness of the repair or preventive action. In many cases, regular dam inspections and swift damage mitigation will adequately preserve safe dam operations. However, it is possible for a dam to become overrun by a nuisance species, or for several species to cumulatively compromise safe dam operation. In these Frequent owner inspection after animal damage repair can ascertain the extent of wildlife activity and guide future management actions. 15
16 cases, repair actions are only partial solutions. Monitoring can help the dam owner determine whether wildlife mitigation is necessary. In general, it is recommended that the dam owner inspect the dam once every three months after first finding and repairing animal damage. At this frequency, the dam owner will be able to confirm that the animal has not returned to the dam once the damage has been repaired. As a guideline, if the dam owner finds new animal damage, such as burrows, in the dam on two consecutive inspections following repair and preventive actions, then implementing a wildlife control strategy is probably necessary to maintain safe dam operation. Coordination with the state wildlife agency is required prior to removing wildlife from the dam environment. 16
17 Protect water resources and special status wildlife by coordinating with appropriate State and Federal agencies before initiating wildlife mitigation. Wildlife Mitigation Measures Wildlife mitigation measures typically include habitat modification, trapping, fumigants, toxicants, frightening, repellants, or shooting, used singularly or in combination. Wildlife mitigation in the dam environment can be beneficial and at times necessary to protect human populations from the disastrous effects of dam failure. However, applied indiscriminately, mitigation methods can adversely affect the dam environment, protected wildlife species, and even human populations. For this reason, nuisance wildlife management practices should be implemented only with coordination and input from appropriate State and Federal agencies and the county agent responsible for toxicant and fumigant registration and application. Coordination with these agencies will allow the dam owner to determine the most appropriate wildlife mitigation method, and implement the method in compliance with applicable State and Federal wildlife and water resource protection laws, such as the Endangered Species Act, the Clean Water Act, and the Federal Insecticide, Fungicide and Rodenticide Act. 17
18 Conclusion Routine dam inspection and management that is conducted with wildlife behavior, hunting, and burrow location preferences in mind allow for comprehensive dam management. A dam owner who is knowledgeable of the full range of potential performance problems those stemming from wildlife behavior as well as engineering function is the best line of defense to prevent unsafe dam operations or outright failures. FEMA hopes this brochure helps dam owners nationwide identify and mitigate wildlife damages before adverse effects occur. 18
19 For information on obtaining a print, CD, or online version of this publication or the technical manual go to 19
20
Outlet stabilization structure
Overview of Sedimentation and Erosion Control Practices Practice no. 6.41 Outlet stabilization structure Erosion at the outlet of channels, culverts, and other structures is common, and can cause structural
Index. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1
6 Index inlet protection excavated drop inlet protection (Temporary) 6.50.1 HARDWARE CLOTH AND GRAVEL INLET PROTECTION Block and gravel inlet Protection (Temporary) sod drop inlet protection ROCK DOUGHNUT
February 4, 2011. [email protected]. Report Recommendations and NIPSCO Responses. 4.3 Maintaining and Controlling Vegetation Growth
February 4, 2011 VIA E-MAIL AND CERTIFIED MAIL #7010 0290 0002 0577 6226 Mr. Stephen Hoffman US Environmental Protection Agency (5304P) 1200 Pennsylvania Avenue, NW Washington, DC 20460 [email protected]
Homeowner s Guide to Drainage
Homeowner s Guide to Drainage a scottsdale homeowner s guide to drainage produced by the city of scottsdale s stormwater management division Transportation Department TABLE OF CONTENTS Introduction 2 Drainage
Emergency Spillways (Sediment basins)
Emergency Spillways (Sediment basins) DRAINAGE CONTROL TECHNIQUE Low Gradient Velocity Control Short-Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent [1] [1]
Chapter 3 CULVERTS. Description. Importance to Maintenance & Water Quality. Culvert Profile
Chapter 3 CULVERTS Description A culvert is a closed conduit used to convey water from one area to another, usually from one side of a road to the other side. Importance to Maintenance & Water Quality
STORMWATER MANAGEMENT CHECKLIST
STORMWATER MANAGEMENT CHECKLIST *This checklist must be completed and part of the Land Disturbing Permit submittal for review if the acreage disturbed is one (1) acre or more: I. SUPPORTING DATA Narrative
Employee Training Plan Farm A
Employee Training Plan Farm A Table of Contents Training Goals, Objectives, Activities Page Requirements, Standards, Procedures and Practices Training Content Nutrient Management Odor Management Runoff
CLIFTY CREEK PLANT MADISON, INDIANA
2015 DAM AND DIKE INSPECTION REPORT GERS-15-018 CLIFTY CREEK PLANT MADISON, INDIANA PREPARED BY GEOTECHNICAL ENGINEERING AEP SERVICE CORPORATION 1 RIVERSIDE PLAZA COLUMBUS, OHIO Annual Dam and Dike Inspection
Detention Ponds. Detention Ponds. Detention Ponds. Detention Ponds. Detention Ponds. Detention Ponds. CIVL 1112 Detention Ponds - Part 1 1/12
CIVL 1112 - Part 1 1/12 The water cycle, also known as the hydrologic cycle, describes the continuous movement of water on, above and below the surface of the Earth. The water cycle, also known as the
Flooding Hazards, Prediction & Human Intervention
Page 1 of 10 EENS 3050 Tulane University Natural Disasters Prof. Stephen A. Nelson Flooding Hazards, Prediction & Human Intervention This page last updated on 19-Oct-2015 Hazards Associated with Flooding
MSHA Handbook MSHA COAL MINE IMPOUNDMENT INSPECTION AND PLAN REVIEW HANDBOOK
MSHA Handbook U.S. Department of Labor Mine Safety and Health Administration Coal Mine Safety and Health October 2007 Handbook Number PH07-V-1 (1) MSHA COAL MINE IMPOUNDMENT INSPECTION AND PLAN REVIEW
CITY UTILITIES DESIGN STANDARDS MANUAL
CITY UTILITIES DESIGN STANDARDS MANUAL Book 2 (SW) SW9 June 2015 SW9.01 Purpose This Chapter provides information for the design of open channels for the conveyance of stormwater in the City of Fort Wayne.
US Army Corps of Engineers BUILDING STRONG
Fort Worth District Public Meeting 20 August 2013 US Army Corps of Engineers Lewisville Dam - Authorization Authorized by the River and Harbor Act, approved 2 March 1945 (Public Law 14, 79th Congress,
SUSTAINABLE URBAN DRAINAGE SYSTEMS
overflow can lead into a permeable conveyance system to increase further the benefit and reduce the need for pipe systems. Pollutant removal rates have been shown to be high, with some pollutants being
WHAT YOU NEED TO KNOW ABOUT LIVING NEAR INDIANA COAL MINES
WHAT YOU NEED TO KNOW ABOUT LIVING NEAR INDIANA COAL MINES Who Should Read This Guide? Home Buyers/Owners Lending Institutions Landowners Developers Local Officials Construction Design Realtors Companies
Property Care White Papers. Site Drainage: Monitor and Maintain
Monitor and Maintain Site Drainage Good site drainage is an important part of keeping water issues from affecting the building. The upkeep of existing systems should be an important part of any maintenance
Mosquito Control Guidelines
Appendix G Mosquito Control Guidelines This appendix presents the guidance for designing and maintaining stormwater treatment measures to control mosquitoes from ACCWP s Vector Control Plan. Project sponsors
Small Dam Hazard Assessment Inventory
Small Dam Hazard Assessment Inventory What would happen if your dam were to fail? This is a question that most dam owners hope they will never have to answer. However it is a question you, as a responsible
Post Construction Stormwater Management Inspection & Maintenance PROGRAM MANUAL
Post Construction Stormwater Management Inspection & Maintenance PROGRAM MANUAL Thomas Nelson Community College 99 Thomas Nelson Drive Hampton, VA 23666 4601 Opportunity Way Williamsburg, VA 23188 TABLE
Concrete is an inexpensive, durable, strong and
Fact Sheet 94 32 Dam Safety: Concrete Repair Techniques Concrete is an inexpensive, durable, strong and basic building material often used in dams for core walls, spillways, stilling basins, control towers,
RESTORING streams to reduce flood loss
RESTORING streams to reduce flood loss Flood Loss Reduction the Natural Way Flood disasters have become a regular Floods can devastate local occurrence. One in your community may have communities. threatened
Ponds- Planning, Design, Construction
United States Department of Agriculture Soil Conservation Service Agriculture Handbook Number 590 Ponds- Planning, Design, Construction This handbook describes the requirements for building a pond. It
Stream Restoration Post-Implementation Annual Monitoring Report Year 2: 2013 Covering the Period of July 2012 to July 2013
NCDA&CS - North Carolina Forest Service Stream Restoration Post-Implementation Annual Monitoring Report Year 2: 2013 Covering the Period of July 2012 to July 2013 For the N.C. Division of Water Quality
BRIDGES ARE relatively expensive but often are
Chapter 10 Bridges Chapter 10 Bridges Bridg Bridges -- usually the best, but most expensive drainage crossing structure. Protect bridges against scour. BRIDGES ARE relatively expensive but often are the
Scheduling Maintenance for Infiltration Basins and Trenches
Visual Inspection for Infiltration Practices Visual inspection is a rapid assessment procedure for qualitatively evaluating the functionality of a stormwater best management practice (BMP). Visual inspections
RESTORATION & REVITALIZATION
RESTORATION & REVITALIZATION Legal preservation has not proved to be sufficient to preserve natural communities. Restoration activities are diverse and includes revitalization of natural communities which
5.0 OVERVIEW OF FLOOD DAMAGE REDUCTION MEASURES
5.0 OVERVIEW OF FLOOD DAMAGE REDUCTION MEASURES Flood damage reduction consists of two basic techniques structural and non-structural. Structural methods modify the flood and take the flood away from people
The Basics of Chapter 105 Waterways and Wetlands Permitting in PA
The Basics of Chapter 105 Waterways and Wetlands Permitting in PA April 17, 2013 Goal To develop a basic understanding of PA Department of Environmental Protection (DEP) and US Army Corps of Engineers
Restoring Anadromous Fish Habitat in Big Canyon Creek Watershed. Summary Report 2002
Restoring Anadromous Fish Habitat in Big Canyon Creek Watershed Summary Report 2002 DOE/BP-00005268-5 November 2002 This Document should be cited as follows: "Restoring Anadromous Fish Habitat in Big Canyon
Local Road Assessment and Improvement Drainage Manual
Local Road Assessment and Improvement Drainage Manual Donald Walker, T.I.C. Director, author Lynn Entine, Entine & Associates, editor Susan Kummer, Artifax, design Transportation Information Center University
Landslides. Landslides-1. March 2007
Landslides Learn if landslides, including debris flows, could occur in your area by contacting local officials, your state geological survey or department of natural resources, or the geology department
CLACKAMAS COUNTY ZONING AND DEVELOPMENT ORDINANCE
1008 STORM DRAINAGE (3/24/05) 1008.01 PURPOSE To minimize the amount of stormwater runoff resulting from development utilizing nonstructural controls where possible, maintain and improve water quality,
NRCS Overview. National Dam Safety Program Technical Workshop #19 February 22-23, 2012
NRCS Overview National Dam Safety Program Technical Workshop #19 February 22-23, 2012 Thomas Brown National Design, Construction, and Soil Mechanics Center (NDCSMC) Fort Worth, Texas NRCS Dam Inventory
USACE Dam Safety Program Current Approach & Methodology
USACE Dam Safety Program Current Approach & Methodology Siamac Vaghar, PE, MASCE Chief, Geotechnical Engineering Section Dam Safety Program Manager US Army Corps of Engineers New England District Corps
Stream Rehabilitation Concepts, Guidelines and Examples. Objectives. Pierre Y. Julien. Three Laws of Stream Restoration
Stream Rehabilitation Concepts, Guidelines and Examples Pierre Y. Julien Wuhan 2005 Objectives Part I - Stream restoration and rehabilitation: 1. Present and discuss important concepts, laws, criteria
How To Plan A Buffer Zone
Backyard Buffers Protecting Habitat and Water Quality What is a buffer? A buffer (also called a riparian buffer area or zone) is the strip of natural vegetation along the bank of a stream, lake or other
Stormwater/Wetland Pond Construction Inspection Checklist
: Construction Inspection ChecklistsTools Stormwater/Wetland Pond Construction Inspection Checklist Project: Location: Site Status: Date: Time: Inspector: SATISFACTORY/ UNSATISFACTORY COMMENTS Pre-Construction/Materials
EFB 496.10/696.03 Online Wetland Restoration Techniques Class Syllabus
EFB 496.10/696.03 Wetland Restoration Techniques Online Class Syllabus SUNY-ESF College of Environmental Science and Forestry Summer Session II 2015 Wetland Restoration Techniques is a graduate and undergraduate
Final. Contact person: Colin Whittemore Aurecon Centre 1 Century City Drive Waterford Precinct, Century City Cape Town, South Africa
Review Report and Recommendations for the Remediation of Flood Damage at the Berg River Causeway and the Dam Bypass Channel on Portion of Farms 1646 and 1014, Franschhoek Contact person: Colin Whittemore
General Permit for Activities Promoting Waterway - Floodplain Connectivity [working title]
General Permit for Activities Promoting Waterway - Floodplain Connectivity [working title] Purpose These rules set forth the conditions under which a person may, without an individual removal-fill permit
STAFF REPORT TO COMMITTEE OF THE WHOLE
STAFF REPORT TO COMMITTEE OF THE WHOLE DATE: November 7 2012 TO: FROM: SUBJECT: ATTACHMENT(S): COMMITTEE OF THE WHOLE GINA LAYTE-LISTON, SUPERVISOR, WASTEWATER Stormwater Management Funding Strategy None
Land Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department
Land Disturbance, Erosion Control and Stormwater Management Checklist Walworth County Land Conservation Department The following checklist is designed to assist the applicant in complying with the Walworth
Environmental Case Study Decatur, Georgia, DeKalb County A Suburban Creek Resists Channelization
Introduction A visual examination of Doolittle Creek in a highly developed suburban county in Georgia yielded telltale signs of a creek whose original streambed had been altered. Examination of official
WETLAND RESTORATION PROGRAM WATER ACT APPROVAL ADMINISTRATIVE GUIDE
WETLAND RESTORATION PROGRAM WATER ACT APPROVAL ADMINISTRATIVE GUIDE May 24, 2005 Table of Contents Introduction...3 Definitions...3 Types of Wetland Restorations...4 Re-Contouring...4 Engineered...4 Water
Vehicle Tracking Pad
Stormwater Quality Best Management Practices Construction Sites s When to use: Where construction vehicles leave active construction areas onto surfaces where runoff is not checked by sediment controls
SECTION 5. Sediment Control Measures
SECTION 5 Sediment Control Measures 60. STORM DRAIN INLET PROTECTION When Runoff from earth change activities will discharge to a catch basin or storm drain inlet. A newly constructed catch basin or storm
PUBLIC NOTICE Application for Permit
PUBLIC NOTICE Application for Permit 30-Day Notice Issue Date: June 20, 2016 Expiration Date: July 20, 2016 US Army Corps of Engineers No: NWP-2010-535 Oregon Department of State Lands No: 58311-RF Interested
Rules and Regulations for Dam Safety
STATE OF RHODE ISLAND AND PROVIDENCE PLANTATIONS DEPARTMENT OF ENVIRONMENTAL MANAGEMENT OFFICE OF COMPLIANCE AND INSPECTION Rules and Regulations for Dam Safety December 2007 AUTHORITY: These regulations
Small Dam Repair The Stone Lake Dam Story. Joe Barron, P.E. SynTerra formerly the Fletcher Group, Inc. 148 River St. Suite 220 Greenville, S.C.
Small Dam Repair The Stone Lake Dam Story Joe Barron, P.E. SynTerra formerly the Fletcher Group, Inc. 148 River St. Suite 220 Greenville, S.C. 29601 1 Historical background of Stone Lake A series of three
National Operation and Maintenance Manual
United States Department of Agriculture Natural Resources Conservation Service National Operation and Maintenance Manual For Conservation Practices Installed With NRCS Assistance 180-V-NOMM, Second Edition,
City of Shelbyville Site Inspection Checklist
City of Shelbyville Site Inspection Checklist General Information Project Name: KYR10 Permit Number: Date: Project Location: Contractor: Conractor Representative: Inspector's Name: Title: Signature : Weather
Wildlife Habitat Conservation and Management Plan
Wildlife Habitat Conservation and Management Plan For [Applicant Name] [Insert photo of property] Developed in Cooperation with Jane Doe Habitat Conservation Biologist Oregon Department of Fish and Wildlife
This plan forms one part of a suite of Asset Management Plans that have been developed:
E: D1: Levee Footpath Bank Asset Management Plan March July 2014 2015 This plan forms one part of a suite of Asset Management Plans that have been developed: A. Bridges B. Buildings C. Drainage D. Footpaths
Construction Site Inspection Checklist for OHC000004 By making use of some simple Best Management Practices (BMPs) a construction site operator can
Construction Site Inspection Checklist for OHC000004 By making use of some simple Best Management Practices (BMPs) a construction site operator can do his or her share to protect Ohio's water resources
Final Report. Dixie Creek Restoration Project. Funded by Plumas Watershed Forum
Final Report Dixie Creek Restoration Project Funded by Plumas Watershed Forum Plumas Corporation January 2009 1 Background FR-CRM staff presented this project to the Dixie Valley Landowners Association
The Teton Creek Restoration Project Summary:
The Teton Creek Restoration Project Summary: The Teton Creek Restoration Project area extends for approximately one mile upstream from the Cemetery Road Bridge and includes the Aspen Pointe, The Aspens
1 Introduction. 1.1 Key objective. 1.2 Why the South Esk
1 Introduction 1.1 Key objective The aim of this study is to identify and assess possible options for improving the quality of the river channel and habitats in the River South Esk catchment whilst helping
Table 4.9 Storm Drain Inlet Protetion Applicable for
BMP C220: Storm Drain Inlet Protection Purpose To prevent coarse sediment from entering drainage systems prior to permanent stabilization of the disturbed area. Conditions of Use Type of Inlet Protection
Flood Emergency Response Planning: How to Protect Your Business from a Natural Disaster RIC005
Flood Emergency Response Planning: How to Protect Your Business from a Natural Disaster RIC005 Speakers: Tom Chan, CEO, Global Risk Miyamoto Greg Bates, Principal, Global Risk Consultants Learning Objectives
CHAPTER 7 DRAINAGE OF PAVEMENTS
CHAPTER 7 DRAINAGE OF PAVEMENTS 7-1. Drainage control Adequate drainage of surface and ground water is one of the most important considerations in the design, construction, and maintenance of roads, railroads,
Rhode Island NRCS received approximately $2.4 million in ARRA funds to implement four floodplain easement projects.
American Recovery and Reinvestment Act (ARRA) Emergency Watershed Protection Program Floodplain Easements Rhode Island Natural Resources Conservation Service Rhode Island NRCS received approximately $2.4
How To Check For Scour At A Bridge
Case Studies Bridge Scour Inspection and Repair Edward P. Foltyn, P.E. Senior Hydraulic Engineer ODOT Bridge Unit 2013 PNW Bridge Inspectors Conference April 2013 REFERENCES Stream Stability at Highway
SITE-SPECIFIC BEST MANAGEMENT PRACTICES (SSBMP) PLAN/STORM WATER POLLUTION PREVENTION PLAN (SWPPP) REVIEW CHECKLIST
This checklist may be used by applicants for encroachment permits, and contractors in development of Site Specific Best Management Practice (SSBMP) Plans or Storm Water Pollution Prevention Plans (SWPPP)
Post-Flood Assessment
Page 1 of 7 Post-Flood Assessment CHAPTER 4 AGENCY COORDINATION Agency coordination is an essential element for the operation of the flood management systems in the Central Valley. Due to the nature of
RIPRAP From Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas http://www.mass.gov/dep/water/laws/policies.
RIPRAP From Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas http://www.mass.gov/dep/water/laws/policies.htm#storm Definition: A permanent, erosion-resistant ground cover
Adopted 9/23/98 CHATTAHOOCHEE CORRIDOR PLAN. The goals of the Chattahoochee Corridor Plan (hereinafter also referred to as the Plan ) are:
CHATTAHOOCHEE CORRIDOR PLAN Adopted 9/23/98 PART 1: GOALS. POLICY. COVERAGE. A. Goals The goals of the Chattahoochee Corridor Plan (hereinafter also referred to as the Plan ) are: 1. Preservation and protection
Siting and settlement: The most important way to protect shelter from floods is to build in a place that is unlikely to be flooded.
Siting and settlement: The most important way to protect shelter from floods is to build in a place that is unlikely to be flooded. Key Messages Shelters and settlements should be sited above the highest
Appendix J Online Questionnaire
Appendix J Online Questionnaire In accordance with the Paperwork Reduction Act, this questionnaire was approved by the Office of Management and Budget (OMB). The OMB control number and expiration date
Town of Elkton & Cecil Soil Conservation District Checklist for Joint Agency Review Stormwater Management / Erosion and Sediment Control
Town of Elkton & Cecil Soil Conservation District Checklist for Joint Agency Review Stormwater Management / Erosion and Sediment Control Project Name: Tax Map Parcel: Acreage: Plat: ADC Map & Grid Engineering
Operations and Maintenance Plan The Residences at Johnson Farm 189 Landham Road Sudbury, Massachusetts. Submitted to: Town of Sudbury
Operations and Maintenance Plan The Residences at Johnson Farm 189 Landham Road Sudbury, Massachusetts Submitted to: Town of Sudbury December 2011 Table of Contents 1.0 Introduction... 1 1.1 Responsibility...
SEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST
SEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST For permanent structures per Delaware SCS Pond Code 378 and Delaware Sediment and Stormwater Regulations KEY PROJECT INFORMATION Item meets standard
Storm Water Technology Fact Sheet Wet Detention Ponds
United States Environmental Protection Agency Office of Water Washington, D.C. Storm Water Technology Fact Sheet Wet Detention Ponds EPA 832-F-99-048 September 1999 DESCRIPTION Wet detention ponds are
Safety of Small/Rural Dams and Barrier Lake Management
Safety of Small/Rural Dams and Barrier Lake Management A. Introduction 1. Lessons learnt and recommendations are provided for artificial dams and barrier lakes. In the case of artificial dams, emphasis
Watershed Rehabilitation Program in Texas
Watershed Rehabilitation Program in Texas 1 Dams Constructed by Year (nationwide) 700 600 500 PL-566 Pilot/RC&D PL-534 400 300 200 100 0 48 51 54 57 60 63 66 69 72 75 78 81 84 87 90 93 96 99 Year 2 Number
Gold Ray Dam Interagency Technical Team Meeting
Gold Ray Dam Interagency Technical Team Meeting Agenda Public Outreach, Funding, Monitoring EA/BA/Permit Updates Deconstruction Plans Fish Passage & Salvage Plan Hydraulic Modeling Next Steps Public Outreach,
PRIVATE TREATMENT CONTROL BMP OPERATION AND MAINTENANCE VERIFICATION FORM BIORETENTION FACILITIES, VEGETATED SWALES & HIGHER RATE BIOFILTERS
BIORETENTION FACILITIES, VEGETATED SWALES & HIGHER RATE BIOFILTERS Check here for Address or phone number change the fiscal year (July 1 June 30), and date(s) maintenance was performed. Under Inspection,
2012 Program Report. Agricultural Group Drainage Program
2012 Program Report Agricultural Group Drainage Program Accomplishments: It was a successful year for the drainage program. We were able to complete two new projects and seven maintenance projects throughout
Markets for Ecosystem Services on Agricultural Lands: Experience and Outlook in the United States
Markets for Ecosystem Services on Agricultural Lands: Experience and Outlook in the United States Frank Casey Conservation Economics and Finance Program Defenders of Wildlife Presented at the Biodiversity
GROWER ADVISORY Agriculture Regulations of the Wetlands Protection Act
Cape Cod Cranberry Growers Association GROWER ADVISORY Agriculture Regulations of the Wetlands Protection Act Cranberry Bogs and the Agricultural Exemption The Massachusetts Wetlands Protection Act (WPA)
COMMUNITY CERTIFICATIONS
National Flood Insurance Program Community Rating System COMMUNITY CERTIFICATIONS Public reporting burden for this form is estimated to average 4 hours for annual recertification, per response. The burden
Recommended Land Use Guidelines for Protection of Selected Wildlife Species and Habitat within Grassland and Parkland Natural Regions of Alberta
Fish and Wildlife Division Sustainable Resource Development Recommended Land Use Guidelines for Protection of Selected Wildlife Species and Habitat within Grassland and Parkland Natural Regions of Alberta
GREEN ROOFS. Location. Design SMALL COMMERCIAL GUIDE CITY OF ATLANTA, GEORGIA DEPARTMENT OF WATERSHED MANAGEMENT
SMALL COMMERCIAL GUIDE CITY OF ATLANTA, GEORGIA DEPARTMENT OF WATERSHED MANAGEMENT GREEN ROOFS A green roof is a system consisting of waterproofing material, growing medium, and vegetation, and is used
LEVEE OWNER S MANUAL FOR NON FEDERAL FLOOD CONTROL WORKS
US Army Corps of Engineers LEVEE OWNER S MANUAL FOR NON FEDERAL FLOOD CONTROL WORKS THE REHABILITATION AND INSPECTION PROGRAM PUBLIC LAW 84-99 March 2006 IMPORTANT QUICK REFERENCE INFORMATION CONCERNING
NRC INSPECTION MANUAL
NRC INSPECTION MANUAL INSPECTION PROCEDURE 88001 LLUR ON-SITE CONSTRUCTION PROGRAM APPLICABILITY: 2600, 2801 88001-01 INSPECTION OBJECTIVES 01.01 To determine by direct observation if on-site construction
Sewer Rehabilitation Design Requirements
Sanitary Sewer Overflow (SSO) Control and Wastewater Facilities Program Sewer Rehabilitation Design Requirements City of Baton Rouge/Parish of East Baton Rouge Department of Public Works Submitted by Prepared
Homeowner s Guide to Maintaining a Sewage Treatment System
Homeowner s Guide to Maintaining a Sewage Treatment System Warren County Combined Health District 416 South East Street Lebanon, OH 45036 513-695-1220 Sewage Treatment Systems Septic Tank and Soil Absorption
Flash Flood Science. Chapter 2. What Is in This Chapter? Flash Flood Processes
Chapter 2 Flash Flood Science A flash flood is generally defined as a rapid onset flood of short duration with a relatively high peak discharge (World Meteorological Organization). The American Meteorological
Seattle Public Utilities. Natural Drainage Systems (NDS) Maintenance Manual
Seattle Public Utilities Natural Drainage Systems (NDS) Maintenance Manual 1 Revision Date: December 2007 2 Table of Contents I. Overview... 4 II. How to Use This Manual... 4 III. NDS Contacts... 4 List
Standard Operating Procedures for Flood Preparation and Response
Standard Operating Procedures for Flood Preparation and Response General Discussion Hurricanes, tropical storms and intense thunderstorms support a conclusion that more severe flooding conditions than
Various options are discussed below.these low cost, low impact interventions can also be applied as general erosion control methods.
Week 10 River Hydraulics Rehabilitating Urban Waterways (From http://hubpages.com/hub/river-bank-erosion-control-methods) See also the resources placed on Moodle. Water channels should be viewed as a resource
SITE-SPECIFIC BEST MANAGEMENT PRACTICES (BMP) PLAN REVIEW CHECKLIST
This checklist may be used by applicants for encroachment permits, and contractors in development of Site- Specific BMP Plans for projects. plan reviewers will use this checklist to review the Site-Specific
