Economics of Implementing Two-stage Channels

Similar documents
Saturated Buffer. Subsurface Drainage PURPOSE N REDUCTION LOCATION COST BARRIERS

NRCS Progress in the Great Lakes Basin (Past, Present and Future)

Preface. MNR # Queen s Printer for Ontario, 2012 ISBN (PRINT) ISBN (PDF)

Town of Essex, Vermont January, 2017 Standard Specifications For Construction CHAPTER 3 EROSION AND SEDIMENT CONTROL

Understanding Stormwater Pollution Prevention Plans (SWPPPs) (SWPPPS)

Ponds. Pond A water impoundment made by excavating a pit, or constructing a dam or an embankment.

Erosion & Sedimentation Control Policy

Erosion and Sediment Control Plan for a Timber Harvesting Operation

COON CREEK WATERSHED DISTRICT PERMIT REVIEW. Spring Lake Park Schools Westwood Middle School st Avenue NE, Spring Lake Park, MN 55432

BMP #: Infiltration Basin

Item Name Description Unit of Measure Mobilization Per WSDOT Lump Sum

Best Management Practice Fact Sheet 14: Wet Ponds

Stream Reaches and Hydrologic Units

REROUTING DRAINAGE SYSTEMS

SECTION 11: REGULATORY FLOODWAYS

DRAFT TECHNICAL SPECIFICATIONS FOR

Mississippi River Basin Healthy Watershed Initiative

CHAPTER 3 Environmental Guidelines for WATERCOURSE CROSSINGS GOVERNMENT OF NEWFOUNDLAND AND LABRADOR DEPARTMENT OF ENVIRONMENT AND LABOUR

Temporary Watercourse Crossing: Culverts

Sediment Basin. Fe= (Depends on soil type)

DIVISION 31 EARTHWORK 2006 Edition, Published January 1, 2006; Division Revision Date: January 31, 2012

This assessment examines

Environmental Information Worksheet

C Fish Lake C Rice Lake C Mud Lake C Weaver Lake C Elm Creek*

PART 1 GENERAL REQUIREMENTS

Mechanical Site Preparation

SUBSURFACE INFILTRATION SYSTEM DESCRIPTION. Alternative Names: Sump, Drywell, Infiltration Trench, Infiltration Galleries, Leach Fields

Nutrient Management in. A presentation to the West Metro Water Alliance

Roscommon County Soil Erosion and Sedimentation Control (SESC) Program Guide

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

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

Concrete Waste Management

U.S. ARMY CORPS OF ENGINEERS. Little Rock District

Riparian Buffers and Stream Restoration

DECISION NOTICE AND FINDING OF No SIGNIFICANT IMPACT HOPKINS FIRE SALVAGE

2017 MAWD Project & Program of the Year. Detailed Award Information Form. 3) Watershed District: Comfort Lake-Forest Lake Watershed District

Small Project Proposal

W. Goodrich Jones State Forest. Best Management Practices Virtual Demonstration Tour

E. STORMWATER MANAGEMENT

Decision Notice and Finding of No Significant Impact

Freshwater Wetland Rules and Agriculture NJDEP Freshwater Wetlands Rules N.J.A.C. 7:7A Effective 10/20/03

Huron-Manistee National Forests Mio Ranger District 107 McKinley Road Mio, MI 48647

POLICY FOR NATURAL RESOURCE MANAGEMENT AREAS

Erosion Control for Home Builders

LEGAL AUTHORITY AND JURISDICTIONS

Holly Swartz and Jason Shirey

Locally Led Conservation & The Local Work Group. Mark Habiger NRCS

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

Community-Based Watershed Management

Conservation Practices. Conservation Choices. These five icons will show the benefits each practice offers... 6/4/2014

LANDFILL CLOSURE PLAN ENTERGY ARKANSAS, INC. INDEPENDENCE PLANT CLASS 3N CCR LANDFILL PERMIT NO S3N-R2 AFIN

The Hypoxic Zone in the Gulf of Mexico

Sediment Management Alternatives Analysis

Tillage Management and Soil Organic Matter

South St. Vrain / Hall Meadows Restoration Planning August 20, 2015

Constructed Wetland Channel T-9

Protection of Rangeland and Pastures from Wildfire

Chapter 10 Natural Environment

NJDEP Regulations that impact or soon will impact agricultural operations. April 1, 2007 Horses 2007

Chapter MINERAL EXTRACTION AND MINING OPERATIONS

PROJECT INFORMATION AMEREN POWERLINE RECONSTRUCTION PROJECT April 2014

Streamlines V2, n2 (May 1997) A Newsletter for North Carolina Water Supply Watershed Administrators

Mississippi River Basin Healthy Watersheds Initiative

BMP #: Constructed Wetlands

Feasibility Report with Integrated Environmental Assessment Rip Rap Landing HREP APPENDIX M MONITORING & ADAPTIVE MANAGEMENT PLAN

Public Rock Collection

Resources Conservation Practices Tillage, Manure Management and Water Quality

DECISION MEMO. Non-Commercial Thinning on the Ocala National Forest (PALS project # 39238)

MODEL Stormwater Local Design Manual. City of Centerville

f) Culverts in series shall be spaced at least 20 feet between each other. 2.7 C Culverts

2015 ANNUAL ENGINEERING INSPECTION REPORT ENTERGY INDEPENDENCE PLANT CLASS 3N LANDFILL PERMIT NO S3N-R2 AFIN:

Extended Detention Basin Maintenance Plan for [[== Insert Project Name ==]]

SECTION TRENCHING & BACKFILLING

Constructed Wetland Use in Nonpoint Source Control

City of Bozeman. Construction Site Management Program

2015 ANNUAL ENGINEERING INSPECTION REPORT ENTERGY WHITE BLUFF PLANT CLASS 3N LANDFILL PERMIT NO S3N-R3 AFIN:

APPENDIX A EARTHEN EMBANKMENT. VERSION 1.0 March 1, 2011

DAKOTA COUNTY SOIL AND WATER CONSERVATION DISTRICT COMPREHENSIVE PLAN

Lyon Creek Cedar Way Stormwater Detention Dam Operation and Maintenance Manual

2016 LANDFILL INSPECTION REPORT CARDINAL PLANT BRILLIANT, OHIO

DECISION NOTICE FINDING OF NO SIGNIFICANT IMPACT (FONSI)

Greenfield Pond B Rehabilitation

Stormwater Local Design Manual For Houston County, Georgia

Minnesota River Basin Interagency Study

Appendix I Cost Engineering Pigs Eye Lake Ramsey County, MN Section 204 DRAFT. Draft Feasibility Study Report with Integrated Environmental Assessment

719 Griswold, Suite 820 Detroit, MI DANVERS POND DAM REMOVAL AND STREAM RESTORATION PROJECT

CONSTRUCTED STORMWATER WETLANDS

Doyle Park Reconstruction Project Improving Flood Control Facilities to Meet a TMDL

FREQUENTLY ASKED QUESTIONS: URBAN STREAM RESTORATION BMP. David Wood Chesapeake Stormwater Network. Lisa Fraley-McNeal Center for Watershed Protection

TECHNICAL CONTENT PROPOSED STEEP SLOPE REGULATION

IA NRS Cost Tool Overview Tyndall & Bowman, 2016 Draft

CHAPTER 6 ADDITIONAL STANDARDS APPLYING TO SHORELAND AREAS AND PUBLIC WATERS

Outline of Presentation. Inspecting Construction Site BMPs. Inspector. Back to Basics. Erosion Control. Erosion Control

St. Vrain Creek Reach 3 Restoration Construction Specifications Highway 36 to Crane Hollow Road Boulder County, Colorado

Department of the Army Permit Application

MODEL LAND USE REGULATIONS

Municipal Stormwater Ordinances Summary Table

West Branch LeClerc Creek Watershed Restoration Project Environmental Assessment

Contents: Purpose and objective Water and energy conservation 1 1

DEPARTMENT OF ENVIRONMENTAL PROTECTION Bureau of Water Quality Protection. Design Criteria - Wetlands Replacement/Monitoring

Transcription:

2011 A Partnership of USDA NIFA & Land Grant Colleges and Universities Economics of Implementing Two-stage Channels GREAT LAKES REGION Jon Witter, Jessica D Ambrosio, Joe Magner, Andy Ward and Bruce Wilson Dept. of Food, Agricultural and Biological Engineering, The Ohio State University Dept. of Bioproducts & Biosystems Engineering, University of Minnesota Introduction Two-stage channels (Figure 1A) are an alternative design for open channel systems, which typically are constructed and maintained as a trapezoidal shape (Figure 1B). The two-stage channel design is a more sustainable approach to surface drainage management that provides channel stability, additional drainage capacity, and water quality and habitat benefits. This fact sheet describes typical costs involved in constructing a two-stage ditch, based on nine case study examples from the upper Midwest region of the United States. Channel stability, capacity, habitat and water quality must be factored into the overall return on investment when considering a two-stage channel. Return on Investment (ROI) considers the long-term benefits associated with the conversion of a trapezoidal channel to a two-stage channel. Benefits include a more channel. B. (bottom): traditional maintenance Figure 1. A.(top): construction of a two-stage of a trapezoidal channel. self-sustaining stable channel that provides more capacity during high flows and varying levels of nitrogen and phosphorus management to protect downstream water quality. Additionally, some two-stage channels provide excellent habitat for birds and fish. Environmental value typically has been overlooked when considering the ROI for agricultural drainage ditches; nevertheless, environmental value has become increasingly more important. Environmental Value is defined by the quantity and quality of downstream water for commerce (i.e., shrimp harvesting) and recreation (i.e., swimming, fishing and wildlife). The two-stage channel may also be considered an important Best Management Practice (BMP) for resolving impaired waters that require a Total Maximum Daily Load (TMDL) allocation.

Traditional Channel Maintenance Costs Traditional maintenance activities on a trapezoidal channel include mowing, woody vegetation and debris removal, dipping out or excavation of sediment that has accumulated on the channel bed, reconstruction of channel banks to reestablish the trapezoidal form, or some combination of these activities. Mowing (Figure 2) is the least expensive maintenance activity and costs less than $0.10 per linear foot. Removal costs of woody vegetation and debris largely depend on the size and number of trees present. The cost for removing deposited sediments (Figure 3) and reconstructing ditch Figure 2. Mowing an agricultural drainage channel. (source: http://www.ferri-america.com/boom-mowers) banks depends on the size and depth of the channel, the degree of sediment accumulation or the nature of the sediment size and supply, elevation of subsurface drainage outlets, and the frequency of the activity. Excess sediment from field erosion requires conservation practices; bank and bed erosion may suggest channel enlargement due to changes in runoff. An informal survey of county engineers, drainage engineers, and contractors suggests that traditional clean out and reconstruction of the channel banks varies from $2-$18 per linear foot, depending on the type of equipment required to reach the bottom of the ditch, seeding costs and infrastructure replacement. Seed, riprap, drain-pipe replacement and geotextile or erosion blankets can add hundreds of dollars to the clean-out project depending on regulatory requirements and the degree of ditch dysfunction. Two-stage Channel Construction Costs Construction of a two-stage channel involves the Figure 3. Removal of sediments on the channel bed excavation of a small floodplain bench within the during a traditional clean-out. confines of the existing channel (see Figure 1A). No excavation or manipulation of the channel below the floodplain bench is performed. The type of work and the costs of performing the work needed to construct a two-stage channel system are described in the sections that follow. Costs vary due to site-specific conditions, differences in rates charged by local contractors and suppliers, permit requirements. Nine two-stage channel projects from Indiana, Michigan, Ohio, and Minnesota were evaluated to determine the costs of implementing a two-stage channel design in an agricultural setting. Costs associated with two-stage channel construction can be grouped into the following categories: 1) earthwork, 2) subsurface drainage outlet protection, 3) erosion control, 4) surveying, engineering, and inspection, and 5) repair and maintenance costs.

Earthwork - includes equipment mobilization, site preparation, excavation, hauling, and disposal of soil removed during construction (Figure 4). Contractors may charge a fee ($500-$1,000) to mobilize and transport equipment to and from a project site. Site preparation may involve clearing and grubbing of the channel banks and top of banks to remove trees that may hinder earthwork ($100-$200 unit cost). Site preparation can be costly if dense stands of large trees are removed or infrastructure (i.e., gas or water lines) is present. Soil excavation to construct the benches is typically undertaken with a back-hoe or track-hoe excavator. Costs depend on the volume of material removed, generally expressed in cubic yards of soil Figure 4. Excavation and grading on a two-stage channel project. excavated. Small volumes of soil can be disposed of near the channel boundary and may be used to construct a berm to prevent field erosion. Larger material volumes may require loading into a dump truck, hauling, and spreading or disposing of soil in an adjacent field or offsite. A bulldozer may be required to level and grade the transported material. Landowners may be able to take advantage of excavated soil to level out low spots in fields. The quality of the excavated material should be evaluated to determine whether spreading the material on a field may impact soil quality and productivity. Poor soils may need to be stockpiled for a period of time if topsoil in the field is removed. The excavated material from the channel is distributed and top soils are then replaced ($150-$200 unit price). Earthwork costs are typically between $2 and $6 per cubic yard in a rural, agricultural setting that requires little site preparation. Deep channels and channels that drain large watersheds typically require more earthwork volume moved and, therefore, incur greater costs. Transport and disposal of excavated soil can substantially add to earthwork costs. Subsurface drainage outlet protection is the repair or construction Figure 5. A rock apron at the outlet of a subsurface tile in a two-stage channel of subsurface (tile) drainage outlets onto the two-stage benches or project. inset channel. The purpose of this is to move drainage water to the channel without causing failures to the subsurface or surface drainage systems. It includes installation of straight and sloped outlet pipes and drop structures. Costs associated with these practices depend on the

number and size of structures that need to be constructed. Basic outlet protection such as rock aprons (Figure 5) and animal guards (Figure 6) are usually inexpensive ($50-$800 per outlet). Anti-seep collars (Figure 7) can cost between $400 and $800 per unit. Large drop structures (Figure 8) may be fairly expensive, costing $1,000-$3,000 per structure to install. Erosion control includes practices that reduce erosion during and after construction and are vital to ensuring stability of the two-stage channel. These practices may include site seeding (Figure 9), or installation of rip rap, rock chutes, and geotextile fabrics or natural erosion control materials (e.g., straw, coir fabric, jute netting). Seeding can involve allowing the existing seed bank to regenerate or planting with native perennial mixes for wildlife and conservation benefits. Every project should include an initial application of fast-growing, non-invasive annuals (i.e., Lolium multiflorum - annual ryegrass) to quickly establisg ground cover after construction. Seed costs typically are low and do not exceed $600 per acre depending on the seed mixture. A variety of seeding methods have been used in existing two-stage channel projects. Costs for seeding depend on the method used and Figure 6. Animal guards on the end of a subsurface tile help prevent damage and clogging. (source: http://www.ipm.iastate.edu/) Figure 7. Anti-seep collars installed on a subsurface drainage project. (source: http://swcd.mo.gov drainage.html) Figure 8. A schematic drawing of a large pipe drop structure. (source: NRCS Engineering Handbook, Chapter 6) Figure 9. Site seeding using the broadcast seeding method.

range from $0 (natural regeneration) to $200 (broadcast seeding or drilling) to $2,000 (hydroseeding) per acre. Rip rap (Figure 10) may be used in areas where the risk of erosion is higher (e.g., channel bend) or seeding is not acceptable (e.g., bridge crossing). Rock chutes (Figure 11) are used to transport concentrated surface flow from the field to the channel and cost $600- $1000 per structure. Geotextile fabrics (Figure 12) at $3-$5/ square yard) or natural erosion control materials ($3-$5/ square yard) are installed on sites where bare soil is unable to resist the forces of flowing water and are a temporary solution until vegetation can be established on the benches or channel banks. Surveying, engineering, and inspection costs vary depending on the partners involved in a project and may vary by state and even by county within a state. Channel surveying is typically done by a county surveyor, drainage engineer, or professional surveying group (Figure 13). Engineering design work is typically undertaken by the county engineer, drainage engineer, local Soil and Water Conservation District, Natural Resources Conservation Service office, or a professional engineering company. Costs are typically low for two-stage engineering design (<$5000), but this will depend on local requirements. Figure 10. Rip rap can help stabilize stream banks, especially in transition areas. (source: http://seeversfarmdrainage.com) Figure 11. Rock chutes concentrate runoff from fields and direct it into the ditch. (source: http:// www.omafra.gov.on.ca/english/engineer/) Figure 12. Geotextile fabric can be used to stabilize benches and banks until vegetation can establish. Figure 13. An engineering survey of an existing trapezoidal channel prior to two-stage construction.

Repair and maintenance costs involve any necessary repairs that may be needed to stabilize a site following the initial construction phase. Typical costs may involve reseeding areas where vegetation did not establish or fixing erosion problems caused by flooding before the site was fully stabilized. To date, none of the nine two-stage channel projects documented in this fact sheet, the oldest being 10 years old, have required any sediment clean out or dipping and each has remained stable over time. Typical Two-stage Channel Costs and Distribution The two-stage channels implemented to date cover a wide range of site conditions in Indiana, Michigan, Minnesota, and Ohio. Of the nine projects that we have obtained detailed cost information the least expensive two-stage channel project was $5 per linear foot and the most expensive was $50 per linear foot. Half the projects documents were approximately $20 per linear foot. The cost breakdown by category is shown in Figure 14. Earthwork constitutes the majority of costs incurred in a two-stage construction project, followed by seeding type and method, and engineering design. The need to assign cost/value to ecosystem services must be considered in any channel enhancement project, given the demands of the Clean Water Act Earthwork Outlet Protection/Erosion Control Seed and Seeding (Hydro-seeded) Engineering, surveying* Repairs and the influence of these projects on downstream water resources such as lakes, rivers, and oceans. Adverse consequences associated with poor management of headwater channels have included hypoxia in the Gulf of Mexico, toxic Microcystis algae outbreaks in lakes, and degradation of the Great Figure 14. An example of the breakdown of two-stage project costs as percentage of total that is an output from The Ohiio State University s Cost Estimator Tool. (source: http://agdrainage.osu.edu) Lakes ecosystems. A channel enhancement project may include any of the factors described above and there are a number of additional site-specific factors that may need to be considered including existing conditions at the site, intensity of land management, and the designated beneficial use of the water resource. The Ohio State University has developed a simple, freely available cost estimator tool to help determine these factors and project costs associated with them. This tool can be found at http://agdrainage.osu.edu. A Partnership of USDA NIFA & Land Grant Colleges and Universities http://greatlakeswater.uwex.edu/ This material is based upon work supported by the National Institute of Food and Agriculture, U.S. Department of Agriculture, National Integrated Water Quality Program, under Agreement No. 2008-51130-04751. Any opinions, findings, conclusions, or recommendations expressed in this publication are those of the author(s) and do not necessarily reflect the view of the U.S. Department of Agriculture. USDA is an equal opportunity provider and employer, and prohibits discrimination in all its programs and activities on the basis of race, color, national origin, sex, religion, age, disability, political beliefs, sexual orientation, and marital or family status.