Gwinnett County NRCS Watershed Dam Rehabilitation Program

Size: px
Start display at page:

Download "Gwinnett County NRCS Watershed Dam Rehabilitation Program"

Transcription

1 Gwinnett County NRCS Watershed Dam Rehabilitation Program Jonathan Semerjian, PE Dept. of Water Resources Stormwater Management Gregg Hudock, PE Golder Associates Sam Fleming, PE Dewberry

2 Presentation Overview Background Program at a Glance Program Drivers Planning and Implementation Challenges Yellow River Dams Other Keys to Program Summary 2

3 Gwinnett County, GA Metro Atlanta 437 Square Miles Population 800,000+ Piedmont Region Headwaters Watersheds 1/3 Gulf of Mexico 2/3 Atlantic Ocean 437 Square Miles Population Background 805,000 80% Unincorp. / 20% Cities (16) 3

4 Background Gwinnett County Government Dept. of Water Resources Stormwater Management Stormwater Utility Funded Unincorporated Gwinnett & Lilburn Implemented in 2006 $34M Annual Revenues ($2.46/100 sf) Aging Stormwater Infrastructure ~1,300 Miles County-Maintained Pipe ~1,000 Miles Corrugated Steel ~500 Miles > 20 Years Old ~80,000 Drainage Structures 4

5 Background 14 NRCS Watershed Dams 357 Statewide GASDP Inventoried Dams Category I 16 County Owned/Operated 56 Category II 3 County Owned/Operated 3 Exempt High Hazard 45 Exempt 4 County Owned/Operated 1 Not a Dam 4 Not Classified 2 County Owned/Operated 5

6 Program at a Glance Initiated NRCS Dam CIP in 1999 Began Design 1 Dam/year Planning stage for remainder Construction present Status 9 dams upgrades completed 3 dams design completed and ready for construction 2 dams met GASDP standards without upgrade needs Total Program $20 million $14.8 million County funded $5.2 million NRCS Grant funded 65 NRCS / 35 Local Match 6

7 Program Drivers Public Safety and Regulatory Compliance Signed O&M Agreement Responsible Operator RC&D & SWCD Co-Sponsors Generate Revenues State Regulation Safe Dams Act (1978) Original law exempted NRCS Dams Exemption ended in 2000 Population Growth 72,000 (1970) 588,000 (2000) 805,000 (2010) Originally designed to protect agricultural lands from flooding Increased Development in the Breach Zone Classification High Hazard. Inadequate Spillway Capacity and Stability Most designed prior to Act Stepped Design Criteria 7

8 Resource Protection Flood Protection Program Drivers Up to 98% reduction in 1% annual chance peak Recreation County Parks Fish and Wildlife Habitat Water Quality Public Infrastructure Smaller downstream bridges and culverts Roads & utilities Property Values Increased values around lakes Reduced floodplain downstream 8

9 Program Implementation CIP Implemented in 1999 Y15, Y14, N1 under design 6-year program outlook Funded by General Property Tax Y16 & Y17 under design by USACE thru State Design Challenges Development encroachments Existing and Planned Development No room to widen earthen auxiliary spillways Leverage dam length for overtopping chute spillways RCC most cost effective Floodplain Management No Rise 9

10 Program Implementation NRCS Grant funding availability Small Watershed Rehabilitation Amendments of /35 Cost share Federal Design Criteria plus GASDP Standards Full PMP design (NRCS) GASDP design storm based on size of dam ¼ to full PMP Refocus Design Strategies Enter into MOU with NRCS Try to secure Grant Funding 10

11 No Business Dam No. 1 (N1) Program Implementation Located in a golf course Construction impacts to golf course operations Necessary Spillway Width Construction Staging Loss of Revenue 35% Cost Share Fed Stds > 100% County GASDP Stds Grant req d Spillway designed to full PMP Greater impacts to adjacent properties Greater costs to construct Forwent grant pursuit and fund 100% local Widened earthen auxiliary spillway 11

12 Program Implementation Planning Strategy Planning Studies on Remaining Dams Determine most cost effective solution 65/35 Cost Share (Fed and GASDP Stds) vs. 100% Local (GASDP Stds) Cost to meet GASDP only as little as 10% of cost to meet Fed Std 5 dams RCC overtopping spillways 3 with NRCS Grant 1 Conv. Concrete Labyrinth Weir Chute Spillway over the top of the dam (Y3 to be constructed) 6 dams combination modified earthen aux. spillways and/or wave walls Better planned CIP Funding needs for timing of design and const. Commence Design for all Structures Y14 first to commence construction (2003) 12

13 Challenges Design Converging Spillways Piedmont Region of GA Narrow, steep stream valleys Convergence beyond tested limits Test Studies Conducted Y15 USBR Hydraulics Laboratory County funded H3 USDA ARS HERU Laboratory NRCS funded Better to converge flow in control section Variety of Control Sections Arced Ogee, Straight Broad Crested, Arced Broad Crested, Winged Broad Crested, Sharp Crested Weirs Multi-stage spillways Floodplain Management (No Rise) 13

14 Challenges Elected Officials and County Administration Briefings, memos, briefings, memos, and more briefings and memos Spillways have never run around. Do we really need to spend this much money? What happens if we don t do anything? Why did we save those O&M Agreements? Can we get out of this? If we fix this once, will we have to go back again? Communication was the key Explain options, benefits, consequences Brief and to the point Funding Initially funded by General Fund Stormwater Utility Funding starting in 2006 BOC final authority on budget Securing Grant Funds 14

15 Public Acceptance Challenges Multiple Public Meetings Discussed alternatives and get input on selected alternative Aesthetics Exposed RCC not acceptable No exposed concrete preferred Graffiti Vegetative cover on RCC chute steps after Y14 Fish Drain lakes during construction Restock after construction Often Contentious Threatened lawsuits (Y15 and Y16) Assignment of easement offered (Y15) Had to find a champion 15

16 Land Rights Challenges Flowage Easement Referenced to an elevation (Top of Dam) Some amended to lower elevation Flood Flowage, Ingress/Egress, and O&M Interpreted to allow Construction Upgrades Temp Const/Perm Drainage Esmts where const activities went beyond Flowage Esmt Cost to Cure Construction Contractor Pre-qualification On-site RCC pug mills and staging areas Construction Traffic Water source for RCC Minimizing Change Orders RCC Mtls, Unsuitables, Stone, etc Complaints by local residents Grant administration 16

17 Yellow River Dam No. 14 (Y14) In a developed subdivision Proposed development in land between exist. aux. spillway and dam Grant funded (65/35 Cost Share) Maintained reservoir levels 3-feet below normal pool during construction (Fish) Interceptor sewer along right abutment GA Power Easement primary access Allowable construction activity coordination Stage RCC Pug Mill, material stockpiles, etc in existing earthen aux. spillway Maintain 50% width clearance Provided off-duty patrol for traffic control Converging spillway with arced ogee weir Construction (Golder, Thalle) 17

18 Yellow River Dam No. 14 (Y14) 18

19 Yellow River Dam No. 15 (Y15) In a developed subdivision Active, uncooperative, and litigious HOA Threatened lawsuits Assignment of easement offered Half Dam length available for overtopping spillway control section Collins Hill Rd d/s and adjacent to dam Grant funded (65/35 Cost share) Model test at BOR Converging spillway with winged broad crested weir, vegetative cover Construction (Golder, ASI) Construction bundled with Y16 Pug mill adjacent to site 19

20 Yellow River Dam No. 15 (Y15) 20

21 Yellow River Dam No. 16 (Y16) In a developed subdivision HOA coordination Took over design from GASWCC Interceptor sewer thru exist. earthen aux. spillway 20-foot wide dedicated access btwn houses Const. access thru lake bed D/S private lake normal pool elev higher than P/S outlet pipe and toe drains 100% local funded Converging spillway with sharp crested weir and vegetative cover Construction (Schnabel, ASI) Construction bundled with Y15 Pug mill off-site (4-miles away) Fish kill during pre-const lake draining 21

22 Yellow River Dam No. 16 (Y16) 22

23 Yellow River Dam No. 17 (Y17) In County Park Park used for HS overflow parking Designed by USACE thru GASWCC Grant funded (65/35 Cost Share) Construction procured and administer by Gwinnett Significant unsuitables at toe of dam from original construction Converging spillway with broad crested weir and vegetative cover Construction (USACE, Golder, ASI) 23

24 Yellow River Dam No. 17 (Y17) 24

25 Operation and Maintenance Other Keys to Program Mowed twice per year and removed debris as needed Annual Inspections Now quarterly No major deficiencies to address other than spillway capacity Instrumentation Remote monitoring being installed to monitor reservoir levels Plan to install on all NRCS Dams Emergency Action Plans Developed for all 14 NRCS Dams Sunny Day and Storm in Progress (PMP) Failure Events Imminent, Potential, and Non-failure Classifications Property Owner listing for notifications Reverse 911 Expanding to private dams 25

26 Summary Understand Needs/Drivers Benefits, Consequences, and Options Communication Elected Officials Management/Administration Public Planning Identify Funding Sources Concept Planning before Implementation EAPs Operation and Maintenance Keep O&M and Inspections Up to Date Qualified Consultants and Contractors 26

27 Questions Jonathan Semerjian, P.E. Section Manager Gwinnett Co. Dept. of Water Resources 684 Winder Hwy. Lawrenceville, GA Gregg Hudock, P.E. Golder Associates Sam Fleming, P.E. Dewberry

Watershed Rehabilitation Program in Texas

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

More information

PERFORMANCE OF DAMS AND SPILLWAYS 2009 GEORGIA FLOOD. Randall P. Bass, P.E. 1, 2. James R. Crowder, P. Joseph S. Monroe, P.E.

PERFORMANCE OF DAMS AND SPILLWAYS 2009 GEORGIA FLOOD. Randall P. Bass, P.E. 1, 2. James R. Crowder, P. Joseph S. Monroe, P.E. PERFORMANCE OF DAMS AND SPILLWAYS 2009 GEORGIA FLOOD Randall P. Bass, P.E. 1, 2 James R. Crowder, P. Joseph S. Monroe, P.E. 3 ABSTRACT During the latter part of September 2009, the Atlanta metro area received

More information

HUDSON RIVER-BLACK RIVER REGULATING DISTRICT BOARD MEETING JUNE 10, 2014

HUDSON RIVER-BLACK RIVER REGULATING DISTRICT BOARD MEETING JUNE 10, 2014 HUDSON RIVER-BLACK RIVER REGULATING DISTRICT BOARD MEETING JUNE 10, 2014 PRESENTATION TOPICS Analysis Objectives Analysis Dam Removal Plan Dam Remediation Plan Effects Analysis Permit Requirements Decision

More information

Moving Small Mountains Vesuvius Dam Rehab

Moving Small Mountains Vesuvius Dam Rehab Moving Small Mountains Vesuvius Dam Rehab Susan L. Peterson, P.E., regional dams engineer, Eastern Region, Bedford, IN Note: The following article, Moving Small Mountains Vesuvius Dam Rehab, by Sue Peterson,

More information

Small Dam Hazard Assessment Inventory

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

More information

Mission Creek Flood Control & Restoration Project. City of Fremont, Alameda County

Mission Creek Flood Control & Restoration Project. City of Fremont, Alameda County Mission Creek Flood Control & Restoration Project City of Fremont, Alameda County Agenda Background Why are proposed improvements necessary? Proposed project components Challenges Construction schedule/phasing

More information

Outlet stabilization structure

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

More information

5.14 Floodplains and Drainage/Hydrology

5.14 Floodplains and Drainage/Hydrology I-70 East Final EIS 5.14 Floodplains and Drainage/Hydrology 5.14 Floodplains and Drainage/Hydrology This section discusses floodplain and drainage/hydrology resources and explains why they are important

More information

3.4 DRAINAGE PLAN. 3.4.1 Characteristics of Existing Drainages. 3.4.2 Master Drainage System. Section 3: Development Plan BUTTERFIELD SPECIFIC PLAN

3.4 DRAINAGE PLAN. 3.4.1 Characteristics of Existing Drainages. 3.4.2 Master Drainage System. Section 3: Development Plan BUTTERFIELD SPECIFIC PLAN 3.4 DRAINAGE PLAN This section describes the existing onsite drainage characteristics and improvements proposed within this Specific Plan. Following this description, drainage plan development standards

More information

Environmental Case Study Decatur, Georgia, DeKalb County A Suburban Creek Resists Channelization

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

More information

EMERGENCY ACTION PLAN

EMERGENCY ACTION PLAN EMERGENCY ACTION PLAN INDIAN SPRINGS LAKE ESTATES PROPERTY OWNERS ASSOCIATION WILD INDIAN LAKE DAM Inventory No.: TX04915 Water Right Adjudication: 04416 Prepared April 12, 2010 by ISLEPOA PARTIALLY REVISED

More information

Post-Flood Assessment

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

More information

Harris County Flood Control District. Policy, Criteria, and Procedure Manual

Harris County Flood Control District. Policy, Criteria, and Procedure Manual Harris County Flood Control District Policy, Criteria, and Procedure Manual For Approval and Acceptance of Infrastructure General Review October 10, 2003 Draft Please Provide Written Comments to the HCFCD

More information

The Basics of Chapter 105 Waterways and Wetlands Permitting in PA

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

More information

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. 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

More information

URBAN DRAINAGE CRITERIA

URBAN DRAINAGE CRITERIA URBAN DRAINAGE CRITERIA I. Introduction This division contains guidelines for drainage system design and establishes a policy for recognized and established engineering design of storm drain facilities

More information

5.0 OVERVIEW OF FLOOD DAMAGE REDUCTION MEASURES

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

More information

Index. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1

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

More information

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 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

More information

CITY UTILITIES DESIGN STANDARDS MANUAL

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.

More information

ENGINEERING DESIGN GUIDELINES. for SUBDIVISIONS OR COMMERCIAL DEVELOPMENTS

ENGINEERING DESIGN GUIDELINES. for SUBDIVISIONS OR COMMERCIAL DEVELOPMENTS ENGINEERING DESIGN GUIDELINES for SUBDIVISIONS OR COMMERCIAL DEVELOPMENTS City of Birmingham Department of Planning, Engineering and Permits Engineering Division Office of the City Engineer 2008 TABLE

More information

Sample DEQ Plan Submitter s Checklist for Stormwater Management Plans

Sample DEQ Plan Submitter s Checklist for Stormwater Management Plans APPENDIX IV Version: February 2, 2015 Sample DEQ Plan Submitter s Checklist for Stormwater Management Plans Please fill in all blanks and please reference the plan sheets/pages where the information may

More information

Homeowner s Guide to Drainage

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

More information

IMPROVING SOUTH FORK PEACHTREE CREEK WATERSHED USING THE TRIPLE BOTTOM LINE DEKALB COUNTY, GEORGIA

IMPROVING SOUTH FORK PEACHTREE CREEK WATERSHED USING THE TRIPLE BOTTOM LINE DEKALB COUNTY, GEORGIA IMPROVING SOUTH FORK PEACHTREE CREEK WATERSHED USING THE TRIPLE BOTTOM LINE DEKALB COUNTY, GEORGIA David Chastant AUTHORS:DeKalb County, 330 West Ponce De Leon Ave, Decatur, Georgia 30030 REFERENCE:Proceedings

More information

Instructions and Helpful Hints. for Preparation of. Emergency Action Plans

Instructions and Helpful Hints. for Preparation of. Emergency Action Plans Instructions and Helpful Hints for Preparation of Emergency Action Plans using the fillable form electronic template for the NRCS sample EAP June 25, 2007 Introduction Emergency Action Plans (EAPs) are

More information

DOÑA ANA COUNTY DESIGN STORM CRITERIA GUIDELINES FOR COMMERCIAL AND RESIDENTIAL SITES. Run-off Analysis Methods

DOÑA ANA COUNTY DESIGN STORM CRITERIA GUIDELINES FOR COMMERCIAL AND RESIDENTIAL SITES. Run-off Analysis Methods DOÑA ANA COUNTY DESIGN STORM CRITERIA GUIDELINES FOR COMMERCIAL AND RESIDENTIAL SITES Run-off Analysis Methods This document sets forth the minimum design, technical criteria and specifications for the

More information

Chapter 3 CULVERTS. Description. Importance to Maintenance & Water Quality. Culvert Profile

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

More information

Carlton Fields Memorandum

Carlton Fields Memorandum Carlton Fields Memorandum TO: FROM: RE: DAN WEEDE FRED RUSHING RIPARIAN BUFFER DATE: JULY 26, 2013 BACKGROUND Both the state of Georgia and the city of Atlanta 1 have certain guidelines that must be followed

More information

US Army Corps of Engineers BUILDING STRONG

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,

More information

Exploring the Possibilities of Small Hydropower Development Utilizing NRCS-Assisted Flood Control Dams

Exploring the Possibilities of Small Hydropower Development Utilizing NRCS-Assisted Flood Control Dams Exploring the Possibilities of Small Hydropower Development Utilizing NRCS-Assisted Flood Control Dams A report prepared by the National Watershed Coalition December 2011 1 Exploring the Possibilities

More information

ECONOMIC ANALYSIS FLOOD DAMAGE REDUCTION. Lower Carmel River Floodplain Restoration and Enhancement Project

ECONOMIC ANALYSIS FLOOD DAMAGE REDUCTION. Lower Carmel River Floodplain Restoration and Enhancement Project ECONOMIC ANALYSIS FLOOD DAMAGE REDUCTION Lower Carmel River Floodplain Restoration and Enhancement Project I. Description of the Project and its Relationship to Other Projects in the Proposal The Lower

More information

STORMWATER MANAGEMENT CHECKLIST

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

More information

Flood Protection in Garland Past, Present, and Future. Presented by: R. Lyle Jenkins, P.E., CFM City of Garland, Texas

Flood Protection in Garland Past, Present, and Future. Presented by: R. Lyle Jenkins, P.E., CFM City of Garland, Texas Flood Protection in Garland Past, Present, and Future Presented by: R. Lyle Jenkins, P.E., CFM City of Garland, Texas A few facts about Garland: Originally incorporated in 1891 Population 226,876 (2010

More information

APPENDIX F. Baker County. Mason Dam Hydroelectric Project FERC No. P-12686. Turbidity Monitoring Plan

APPENDIX F. Baker County. Mason Dam Hydroelectric Project FERC No. P-12686. Turbidity Monitoring Plan APPENDIX F Baker County Mason Dam Hydroelectric Project FERC No. P-12686 Turbidity Monitoring Plan April 2011 857 Table of Contents 1.0 Introduction 1 2.0 Purpose and Scope 2 3.0 Turbidity Monitoring and

More information

Rhode Island NRCS received approximately $2.4 million in ARRA funds to implement four floodplain easement projects.

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

More information

1.7.0 Floodplain Modification Criteria

1.7.0 Floodplain Modification Criteria 1.7.0 Floodplain Modification Criteria 1.7.1 Introduction These guidelines set out standards for evaluating and processing proposed modifications of the 100- year floodplain with the following objectives:

More information

Sims Bayou Federal Flood Damage Reduction Project

Sims Bayou Federal Flood Damage Reduction Project Sims Bayou Federal Flood Damage Reduction Project A. Gene Rushing, Jr., P.E., PMP HCFCD Project Manager January 15, 2014 Harris County s Watersheds Historical Flooding in Harris County 1929 1935 HCFCD

More information

Historic Flood Impact on the Nashville Drinking Water System. Scott Potter, Director Metro Water Services, Nashville, TN

Historic Flood Impact on the Nashville Drinking Water System. Scott Potter, Director Metro Water Services, Nashville, TN Historic Flood Impact on the Nashville Drinking Water System Scott Potter, Director Metro Water Services, Nashville, TN Historic Event = 13.53 /48 Hours May 1 6.32 of Rain = 3rd greatest one-day rainfall

More information

Lockport Pool Chicago Sanitary & Ship Canal Illinois Waterway

Lockport Pool Chicago Sanitary & Ship Canal Illinois Waterway Presentation to the Inland Waterways Users Board Lockport Pool Chicago Sanitary & Ship Canal Illinois Waterway by Gary Loss, P.E. Rock Island District July 13, 2006 Chicago Sanitary and Ship Canal A

More information

Shooks Run Drainage Study Basic Terminology

Shooks Run Drainage Study Basic Terminology Shooks Run Drainage Study Basic Terminology PREPARED FOR: PREPARED BY: City of Colorado Springs CH2M DATE: April 9, 2015 Introduction This document is intended to provide an introduction to Colorado Springs

More information

Table 4.9 Storm Drain Inlet Protetion Applicable for

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

More information

Chagrin River Watershed Partners, Inc. Cost Analysis of Low Impact Development Best Management Practices

Chagrin River Watershed Partners, Inc. Cost Analysis of Low Impact Development Best Management Practices Chagrin River Watershed Partners, Inc. Cost Analysis of Low Impact Development Best Management Practices Amy H. Brennan (440) 975-3870 www.crwp.org abrennan@crwp.org Chagrin River Watershed Partners Formed

More information

Coldwater Heritage Partnership Implementation Grant Final Report Morrison Run Watershed Restoration Project Western Pennsylvania Conservancy Project Summary The goal of the Morrison Run Watershed Restoration

More information

GRAND COUNTY STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA MANUAL. OFFICIALLY ADOPTED: August 1 st, 2006

GRAND COUNTY STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA MANUAL. OFFICIALLY ADOPTED: August 1 st, 2006 GRAND COUNTY STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA MANUAL OFFICIALLY ADOPTED: August 1 st, 2006 TABLE OF CONTENTS CHAPTER TITLE PAGE 1 GENERAL PROVISIONS 1.1 Short Title.. 1 1.2 Jurisdiction 1 1.3

More information

BRIDGES ARE relatively expensive but often are

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

More information

Pioneer Park Stormwater Management Rehabilitation Project Town of Richmond Hill Engineering and Public Works Department Design, Construction and

Pioneer Park Stormwater Management Rehabilitation Project Town of Richmond Hill Engineering and Public Works Department Design, Construction and Pioneer Park Stormwater Management Rehabilitation Project Town of Richmond Hill Engineering and Public Works Department Design, Construction and Water Resources Division Presentation Outline Background

More information

Recent Innovations In Virginia Dam Safety & Floodplain Management Program

Recent Innovations In Virginia Dam Safety & Floodplain Management Program Recent Innovations In Virginia Dam Safety & Floodplain Management Program Robert T. Bennett, P.E., R.A., C.F.M. Director Dam Safety & Floodplain Management Virginia Department of Conservation & Recreation

More information

City of Austin Stream Restoration Program Mid-Atlantic Stream Restoration Conference, Rocky Gap, MD November 2011

City of Austin Stream Restoration Program Mid-Atlantic Stream Restoration Conference, Rocky Gap, MD November 2011 Welcome City of Austin Stream Restoration Program Mid-Atlantic Stream Restoration Conference, Rocky Gap, MD November 2011 Morgan Byars, P.E. City of Austin Watershed Protection Department Environmental

More information

Estabrook Dam A Discussion of Alternatives. Public Scoping Meeting June 5, 2014

Estabrook Dam A Discussion of Alternatives. Public Scoping Meeting June 5, 2014 Estabrook Dam A Discussion of Alternatives Public Scoping Meeting June 5, 2014 Presenters Kevin Haley, PLA, Milwaukee County Don Pirrung, P.E., PH, AECOM Mike Hahn, P.E., PH, Southeastern Wisconsin Regional

More information

National Operation and Maintenance Manual

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,

More information

THE APPRAISAL OF REAL ESTATE 3 RD CANADIAN EDITION BUSI 330

THE APPRAISAL OF REAL ESTATE 3 RD CANADIAN EDITION BUSI 330 THE APPRAISAL OF REAL ESTATE 3 RD CANADIAN EDITION BUSI 330 REVIEW NOTES by CHUCK DUNN CHAPTER 10 Copyright 2010 by the Real Estate Division and Chuck Dunn. All rights reserved ARE 3 rd EDITION REVIEW

More information

CHAPTER 3 page 69 LOCAL FLOODPLAIN REGULATIONS AND NFIP STANDARDS

CHAPTER 3 page 69 LOCAL FLOODPLAIN REGULATIONS AND NFIP STANDARDS CHAPTER 3 page 69 LOCAL FLOODPLAIN REGULATIONS AND NFIP STANDARDS LOCAL FLOODPLAIN REGULATIONS AND NFIP STANDARDS, page 69 THE PARTICIPATION OF A COMMUNITY IN THE NFIP IS MADE POSSIBLE BY ITS ADOPTION

More information

Preventing Basement Flooding

Preventing Basement Flooding Preventing Basement Flooding Perry Lindquist Land Resources Manager Waukesha County Dept. of Parks & Land Use Waukesha County Storm Water Workshop April 10, 2013 Presentation Outline Background Case study

More information

Appendix A. Lists of Accomplishments and Project Costs. UMRWD 10 Year Plan Update. Appendix A UPPER MINNESOTA RIVER WATERSHED DISTRICT

Appendix A. Lists of Accomplishments and Project Costs. UMRWD 10 Year Plan Update. Appendix A UPPER MINNESOTA RIVER WATERSHED DISTRICT UPPER MINNESOTA RIVER WATERSHED DISTRICT Lists of Accomplishments and Project Costs 10 Year Plan Update UMRWD 10 Year Plan Update Page A 1 UMRWD LIST OF ACCOMPLISHMENTS Since its inception in 1967, the

More information

Chehalis River Basin Flood Damage Reduction 2013-2015 Capital Budget Approved by Legislature in June 2013

Chehalis River Basin Flood Damage Reduction 2013-2015 Capital Budget Approved by Legislature in June 2013 Chehalis River Basin Flood Damage Reduction 2013-2015 Capital Budget Approved by Legislature in June 2013 1. Design alternatives for large capital flood projects (basinlevel water retention and Interstate

More information

Adopted 9/23/98 CHATTAHOOCHEE CORRIDOR PLAN. The goals of the Chattahoochee Corridor Plan (hereinafter also referred to as the Plan ) are:

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

More information

FEMA Flood Zone Designations

FEMA Flood Zone Designations Note: SFHA "Special Flood Hazard Area" FEMA Flood Zone Designations Zone VE Zone A Zone AE Zone X Zone X500 UNDES along coasts subject to inundation by the 100-year flood with additional hazards due to

More information

ALTERNATIVES EVALUATION. SWEET POND DAM VT Dam #90.01 Town of Guilford, Vermont

ALTERNATIVES EVALUATION. SWEET POND DAM VT Dam #90.01 Town of Guilford, Vermont ALTERNATIVES EVALUATION SWEET POND DAM VT Dam #90.01 Town of Guilford, Vermont Prepared for: Vermont Department of Forests, Parks and Recreation Prepared by: January 27, 2012 D&K #221179 SWEET POND DAM

More information

Greater Los Angeles County Region Attachment 3

Greater Los Angeles County Region Attachment 3 Introduction The (Project) includes improvement of three existing Los Angeles County Flood Control District facilities and the construction of a new interconnecting pipeline. The existing facilities are

More information

Frequently-Asked Questions about Floodplains and Flood Insurance FLOOD INSURANCE

Frequently-Asked Questions about Floodplains and Flood Insurance FLOOD INSURANCE Frequently-Asked Questions about Floodplains and Flood Insurance What is a floodplain? The floodplain is any area covered by water during normal water flows, and which could be inundated as a result of

More information

CLIFTY CREEK PLANT MADISON, INDIANA

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

More information

Swannanoa River Flood Risk Management Study

Swannanoa River Flood Risk Management Study Swannanoa River Flood Risk Management Study Measures Evaluated to Reduce Future Flood Damages City of Asheville U.S. Army Corps of Engineers Flooding History Part of the 132 square mile Swannanoa River

More information

Multi-Jurisdictional Hazard Mitigation Plan

Multi-Jurisdictional Hazard Mitigation Plan Flooding General Flooding is the leading cause of death among all types of natural disasters throughout the United States, with its ability to roll boulders the size of cars, tear out trees, and destroy

More information

EXHIBIT A SCOPE OF WORK Montgomery Reservoir Improvements

EXHIBIT A SCOPE OF WORK Montgomery Reservoir Improvements EXHIBIT A SCOPE OF WORK Montgomery Reservoir Improvements 1.0 INTRODUCTION Colorado Springs Utilities (Utilities) is requesting proposals to provide final engineering, design, and construction management

More information

Amherst Dam. Michael Juris - Village President Joe Behlen, P.E. WDNR Dam Safety Engineer Gerald Krueger, P.E. AECOM

Amherst Dam. Michael Juris - Village President Joe Behlen, P.E. WDNR Dam Safety Engineer Gerald Krueger, P.E. AECOM Amherst Dam Public Informational Meeting Michael Juris - Village President Joe Behlen, P.E. WDNR Dam Safety Engineer Gerald Krueger, P.E. AECOM April 3, 2014 Welcome Michael Juris Village President Introduction

More information

Engineering Department

Engineering Department Engineering Department Site Plan Review Application 1025 31st St SE PO Box 5006 Minot, ND 58702 engineers@minotnd.org (701) 857-4100 Contact Information Developer/Property Owner Address City State Zip

More information

JULY 24, 2009 WEST-END FLOODING INVESTIGATION ACTION PLAN. Presentation to Insurance Companies 19 January 2012

JULY 24, 2009 WEST-END FLOODING INVESTIGATION ACTION PLAN. Presentation to Insurance Companies 19 January 2012 JULY 24, 2009 WEST-END FLOODING INVESTIGATION ACTION PLAN Presentation to Insurance Companies 19 January 2012 Topics of Discussion Investigation Levels of Service Cause of Flooding Analysis Undertaken

More information

Embankment dam spillways and energy dissipators

Embankment dam spillways and energy dissipators Embankment dam spillways and energy dissipators by Prof. Hubert CHANSON The University of Queensland, School of Civil Engineering, Brisbane QLD 4072, Glashutte dam, 22 Aug. 2002 Australia, E-mail: h.chanson@uq.edu.au

More information

APPENDIX D. (Standard Notes and Signature Blocks)

APPENDIX D. (Standard Notes and Signature Blocks) APPENDIX D (Standard Notes and Signature Blocks) Use this note on all construction plans in Raleigh: ATTENTION CONTRACTORS The Construction Contractor responsible for the extension of water, sewer, and/or

More information

And Flood Resilient Design in Austin, Texas

And Flood Resilient Design in Austin, Texas And Flood Resilient Design in Austin, Texas The good, the bad and the ugly; What does this video show us? Riverine Flooding versus Flash Flooding Flash Flood Alley Stretches along the I 35 corridor between

More information

River Management 2013 Colorado Flood

River Management 2013 Colorado Flood River Management 2013 Colorado Flood Damages, Countermeasures, Socio-Economic Impacts Miles Blair, Allen Chestnut, Hwayoung Kim, & Caroline Ubing CIVE 717 Spring 2014 Flood Statistics Sept 9 th 16 th,

More information

Tookany Creek Flood Damage Reduction Feasibility Study Section 205 Continuing Authorities Program

Tookany Creek Flood Damage Reduction Feasibility Study Section 205 Continuing Authorities Program Tookany Creek Flood Damage Reduction Feasibility Study Section 205 Continuing Authorities Program Field Inspection Notes 27 29 September 2012 Introduction The U.S. Army Corps of Engineers (Corps), in

More information

3. Design Procedures. Design Procedures. Introduction

3. Design Procedures. Design Procedures. Introduction Design Procedures 3. Design Procedures Introduction This chapter presents a procedure for the design of natural channels. The chapter primarily focuses on those physical properties of the channel required

More information

STAFF REPORT TO COMMITTEE OF THE WHOLE

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

More information

Emergency Spillways (Sediment basins)

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]

More information

P-23 - DEVELOPMENT OF DELAWARE DEPARTMENT OF TRANSPORTATION STORMWATER BEST MANAGEMENT PRACTICE INSPECTION PROGRAM

P-23 - DEVELOPMENT OF DELAWARE DEPARTMENT OF TRANSPORTATION STORMWATER BEST MANAGEMENT PRACTICE INSPECTION PROGRAM P-23 - DEVELOPMENT OF DELAWARE DEPARTMENT OF TRANSPORTATION STORMWATER BEST MANAGEMENT PRACTICE INSPECTION PROGRAM A. INTRODUCTION Peter Mattejat, PE KCI Technologies, Inc.; Laurel, Maryland Bruce Thompson

More information

CLEARWATER DAM BLACK RIVER, MISSOURI MAJOR REHABILITATION STUDY

CLEARWATER DAM BLACK RIVER, MISSOURI MAJOR REHABILITATION STUDY US Army Corps of Engineers Little Rock District CLEARWATER DAM BLACK RIVER, MISSOURI MAJOR REHABILITATION STUDY HYDROLOGIC AND HYDRAULIC ANALYSES NOTES: 1) All elevations listed in this report are referenced

More information

Stormwater/Wetland Pond Construction Inspection Checklist

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

More information

Muddy River Restoration Project Project Description

Muddy River Restoration Project Project Description Muddy River Restoration Project Project Description Since the fall of 1996, the Muddy River has flooded three times, causing damage to residents, businesses institutions and the public transit system in

More information

Tropical Storm Allison

Tropical Storm Allison Tropical Storm Allison June 13, 2003, 2:41PM Two years after Allison, Houston has reached a watershed moment By KEVIN SHANLEY Houston is exploding with growth. But city building can be a messy business,

More information

SECTION 08000 STORM DRAINAGE TABLE OF CONTENTS

SECTION 08000 STORM DRAINAGE TABLE OF CONTENTS SECTION 08000 STORM DRAINAGE 08010 DESIGN A. Location B. Sizing TABLE OF CONTENTS 08020 MATERIALS A. Pipe Materials B. Structure Materials C. Installation D. Inlets and Outlets 08030 INSPECTIONS AND TESTING

More information

2012 Program Report. Agricultural Group Drainage Program

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

More information

Definition of Tower from the Bradley County Zoning Resolution

Definition of Tower from the Bradley County Zoning Resolution Definition of Tower from the Bradley County Zoning Resolution 43. TOWER. Any outdoor structure designed and constructed to support one (1) or more transmitting or receiving devices for telephone, radio

More information

Final. Contact person: Colin Whittemore Aurecon Centre 1 Century City Drive Waterford Precinct, Century City Cape Town, South Africa

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

More information

Georgia Coastal Stormwater Supplement April 2009

Georgia Coastal Stormwater Supplement April 2009 9.0 Local Post-Construction Stormwater Management Programs 9.1 Overview Prior to the 1980s, stormwater management was synonymous with flood control. Postconstruction stormwater management systems consisted

More information

CLACKAMAS COUNTY ZONING AND DEVELOPMENT ORDINANCE

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,

More information

Preventing Basement Flooding Through Early Site Evaluation

Preventing Basement Flooding Through Early Site Evaluation Preventing Basement Flooding Through Early Site Evaluation Perry Lindquist Land Resources Manager Waukesha County Dept. of Parks & Land Use July 22, 2015 Waukesha County Land Use Planners meeting Presentation

More information

TENNESSEE GAS PIPELINE COMPANY, L.L.C.

TENNESSEE GAS PIPELINE COMPANY, L.L.C. TENNESSEE GAS PIPELINE COMPANY, L.L.C. HYDROLOGIC & HYDRAULIC CALCULATIONS FOR WATERBODIES CROSSED BY CONNECTICUT PIPELINE EXPANSION PROJECT CONNECTICUT LOOP Submitted by: Tennessee Gas Pipeline Company,

More information

8.1.3 General Design Guidelines. The following guidelines shall be used when designing inlets along a street section:

8.1.3 General Design Guidelines. The following guidelines shall be used when designing inlets along a street section: . Introduction Presented in this chapter are the criteria and methodology for design and evaluation of storm sewer inlets located in Town of Castle Rock. The review of all planning submittals will be based

More information

ALTERNATIVE SOURCES OF FUNDING FOR

ALTERNATIVE SOURCES OF FUNDING FOR November 2015 ALTERNATIVE SOURCES OF FUNDING FOR Flood-Related General Water Management Water Supply Projects The following inventory contains information about a variety of funding programs offered by

More information

GROWER ADVISORY Agriculture Regulations of the Wetlands Protection Act

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)

More information

COMPARING DSS-WISE- LITE TO OTHER DAM BREACH SOFTWARE

COMPARING DSS-WISE- LITE TO OTHER DAM BREACH SOFTWARE National Dam Safety Program Technical Seminar No. 22 Dam Breach Modeling and Consequence Assessment National Emergency Training Center February 18-19, 2015 Emmitsburg, MD Brian Shane Cook, PE, LSIT formerly

More information

Safe & Sound Bridge Terminology

Safe & Sound Bridge Terminology Safe & Sound Bridge Terminology Abutment A retaining wall supporting the ends of a bridge, and, in general, retaining or supporting the approach embankment. Approach The part of the bridge that carries

More information

ORDINANCE NO. 2013 -

ORDINANCE NO. 2013 - ORDINANCE NO. 2013 - AN ORDINANCE OF BREVARD COUNTY, FLORIDA AMENDING CHAPTER 62, LAND DEVELOPMENT REGULATIONS SECTION 62-2891, LOT DRAINAGE, AND CHAPTER 22 BUILDINGS AND BUILDING REGULATIONS, SECTION

More information

Division of Water Frequently asked floodplain questions

Division of Water Frequently asked floodplain questions Division of Water Frequently asked floodplain questions Q: Where can I find copies of the floodplain mapping? A: Local floodplain administrators will have copies of the FEMA mapping. (Generally the local

More information

FLOOD PROTECTION BENEFITS

FLOOD PROTECTION BENEFITS IV. (340 points) Flood Protection Benefits A. Existing and potential urban development in the floodplain (50) 1. Describe the existing and potential urban development at the site and the nature of the

More information

City of Shelbyville Site Inspection Checklist

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

More information

Stream Rehabilitation Concepts, Guidelines and Examples. Objectives. Pierre Y. Julien. Three Laws of Stream Restoration

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

More information

General Permit for Activities Promoting Waterway - Floodplain Connectivity [working title]

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

More information

City of West Linn Public Works Design Standards 2010. Table of Contents

City of West Linn Public Works Design Standards 2010. Table of Contents City of West Linn Public Works Design Standards Table of Contents SECTION TWO STORM DRAIN REQUIREMENTS... 1 2.0000 STORM DRAINS... 1 2.0010 General Design Requirements...1 2.0011 Site Drainage Plans...2

More information