9415 public works stormwater summit (day two) …envision™ on behalf of stormwater projects in...
TRANSCRIPT
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APWA Stormwater Management Symposium
EnvisionTM Business Case Evaluator (BCE) Companion Tool: Prioritizing Investments for Sustainable Stormwater Management Projects
Moderator: Vicki Quiram, Assistant Commission, New Hampshire Dept. of Environmental Services
Leaders: John Williams, Impact InfrastructureRyan Meyers, Impact Infrastructure John Parker, Impact InfrastructureMarty Janowitz, StantecBrian Young, Autodesk
Introductions
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Introductions
Panelists and Symposium Participants
Names
Affiliations
Interests
EnvisionTM and Business Case Evaluation
Prioritizing Investments for Sustainable Stormwater Management Projects 2
Learning Objectives
Review emerging competition for financial resources and data demands
Examine new sources and paths to performance data
Make the connection between EnvisionTM, business case analysis, and project funding
Learn about automating the process through the BCE and CBA‐BIM tools
See the tools in action
Look into future developments
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Ground Rules
One speaker at a time
All questions welcome
Keep answers short
Participate in active discussion
Stay within time frames
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Modules
Connecting the DOTs
Envision, the BCE, and Comprehensive Business Case Analysis
Automating the Process to Save Time, Reduce Costs, and Tune Outcomes
Pima County – City of Tucson Case Study
Future Enhancements – the Ultimate “Shown and Tell”
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Impact Infrastructure
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Connecting the DOTs
John F. WilliamsChairman & CEO, Impact Infrastructure
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Matching Funding Demand with Supply of Capital
Aligning community interests
Addressing data needs – merit funding
Tapping private Impact capital
Making the case for value and risk
Competing for Resources
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What’s In It for Me?
Mayors – election cycle?
Service Commissioners – keeping the lights on?
Sustainability Managers – is it green?
Resiliency Officers – extreme events?
Budget Directors –transparency and priorities?
Stakeholders within the community –what’s in it for me?
Aligning Interests
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Revealing Value and Risk for Merit Programs
Cost Benefit Analysis (CBA)
Comprehensive sector specific metrics
Translate tangible and intangible costs and benefits to monetary units
Assign value by stakeholder group
Data Needs
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Tapping information via the planning and design phases
Financial ROI and Sustainable ROI
Balancing preventative and responsive resilience strategy
Enabling project bundling
Informing Due DiligenceTapping Impact Capital
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Early assessment
Consistent metrics and analysis
Throughout the development process
Post commissioning monitoring and reporting
Transparent, Objective, Comparability
Making the Case
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Impact Infrastructure
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Pointing to the Future
THE ENVISION RATING SYSTEM
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EnvisionTM, the BCE, and Comprehensive Business Case Analysis
Ryan MeyersAutoCASETM Product Manager, Impact Infrastructure, Toronto
Impact Infrastructure
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Automation
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The Business Case EvaluatorOverview
Produces business case for green stormwaterinfrastructure projects
Excel‐based
Allows for uncertainty around the inputs
Inputs and outputs mapped to Envision Credits
Automation
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Mapping to the Envision Rating System
LEED : Buildings
Envision : Infrastructure
Points‐based
BCE maps economic value to Envision Credit categories
Answers the question: How is the value distributed?
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Automation
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Themes of our Approach
Transparency
Extensive research
- Meta‐analyses
- Sources
Customization
Automation
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The Business Case EvaluatorDemo
Automation
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The Business Case EvaluatorUse and Documentation
http://sustainableinfrastructure.org – “Resources”http://Impactinfrastructurellc.com – “Tools”
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Automation
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The Business Case Evaluator in Brief The Business Case Evaluator allows users to:
- Understand how changes to design can affect value
- Risk Adjusted Dollar Value- Communicate the value of a project for different stakeholders and Envision Credit categories
The Business Case Evaluator Uses:
- The standard cost‐benefit analysis approach
- The large body of research that is available to quantify costs and benefits of projects
- A transparent and customizable approach
- Excel, so anyone can use it!
Automating the Process to Save Time, Reduce Costs and Tune Outcomes
John ParkerChief Economist Impact Infrastructure, Toronto
Impact Infrastructure
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CBA-BIM/si‐bä‐bim/ ‐ noun
1. The process of combining the costs, benefits and risks of infrastructure with digital representations of physical and functional characteristics of places to answer the question “what is in it for me?”
Cost Benefit Analysis & Building Information Modeling Be Consistent
- Methodology & Data
Be Realistic- Accounting for Risk
Be Sensible- Stakeholders Matter
AutoCASE- CBA‐BIM in Action
STANDARDIZATIONBeing Consistent
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Cost Benefit Analysis (CBA) –Useful, Expensive, Answering the Wrong Questions CBA is the “gold standard” for
decision‐support
It has been used and refined for over a hundred years
- Key concepts of valuation, consumer surplus, discounting, and externalities
CBA is expensive, does not capture risk, and is focused on the wrong things
The French economist and civil engineerJules Dupuit(1804‐1866), credited with the creation of consumer surplus in 1864. Benefit of bridges is greater than toll paid.
“Sir William Petty (1623–1687) English economist, scientist and philosopher. The Economist credits Petty with three ideas: valuation, discounting, and the transparent use of data.
Arthur Pigou(1877–1959) was an English economist. In the 1920s, he developed “the concept of externality citing externalities associated with child labour, alcohol, war, and pollution.
A Brief History of CBA ‐ 1 CBA took on a significant role with the US Flood Control
Act of 1936
- APWA founded on January 1, 1937
“Owing to the lack of specific and concrete guidelines, inconsistent sets of standards and procedures were developed and implemented by the various agencies involved in the development of water resources. This gave the impression that each agency’s main objective of the CBA was to justify the projects that each agency wanted to carry out instead of providing critical evaluations of the merits of the projects.” (Mishan & Quah ‐ Cost‐Benefit Analysis)
A Brief History of CBA ‐ 2
To ensure consistent and standardized practices, an inter‐agency group was formed in 1946. Called the US Federal Inter‐Agency River Basin Committee’s Subcommittee on Benefits and Costs, it produced the Proposed Practices for Economic Analysis of River Basin Projects (1950; revised 1958) or more commonly known as the U.S. Army Corp of Engineers Green Book.”
Since then, most national governments have standardized the methodology and many publish recommended input data values to use
Institute for Sustainable Infrastructure (ISI) EnvisionTM
Rating System ‐ http://impactinfrastructurellc.com/tools.html
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Cost Benefit Analysis (CBA) – Old Dog, New Tricks Three innovations in CBA have led to the ability to include CBA in Building Information Modelling (BIM) :
1. CBA’s methodology, input data, and outputs have been standardized.
2. Risk analysis and meta‐analyses mean that uncertain or controversial inputs can be used.
3. Multiple account CBA accounts allow for an understanding of all stakeholders’ positions.
CBA is becoming standard and cheap. At the same time, open data initiatives have allowed powerful BIM models to be populated easily and cheaply.
Building Information Modeling ‐ BIMBIM is a process that uses a integrated model with consistent data across project phases to facilitate project coordination, collaboration, and analysis. BIM models:
Manage relationships between objects
Track design codes, standards constraints
Visually enables better analysis, simulation and communication
Integrated model view showing the complexities of subgrade utilities.
Image courtesy of Stantec, Inc.
Feasibility
Plan
Design
Consult
Construct
Operate
150 km2 3D model of Manhattan – terrain, buildings, roads, waterways, transit etc. Time to build – 15 min.
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BIM Makes CBA Relevant Again Standardized CBA, integrated it into BIM makes it useful from early planning through to operation
Linking of economic valuation methodologies to GIS gives architects, engineers, designers, and planners access to decision‐making tools that help them decide what to build, how to build it, what the risks are, and who benefits
META‐ANALYSIS
Being Realistic – Including Risk
Value of Crops, Wetlands and Meadow
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Peer Reviewed Meta‐Analysis In, Quality, Defensible, Useful Out CBA’s input data, methodology, and outputs have been standardized.
- The Environmental Valuation Reference InventoryTM. EVRI is a searchable storehouse of empirical studies on the economic value of environmental benefits and human health effects.
- US department of Transportation (2014 and 2014a)
- US Federal Highway Administration (2013)
- European Commission (2008)
- Treasury Board of Canada Secretariat (2013)
- Australia Department of Finance and Deregulation, Office of Best Practice Regulation (2013)
Wetland Value Can Be Determined Based on Size, Geography, Type and Function
• Meta‐Analyses–Allows for aggregation of different methods, geographies, features, or filtering of these to find the closet match to your project–By using dozens of studies from many different situations, value per acre can be determined –In this case 3 meta‐analyses with 152 studies and 339 observations
Where Do the Values Come From?
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Uncertain, Risky, Contentious Inputs –Wetland Value3 meta‐analyses of wetland valuation
1. 39 studies (1969‐1996), 65 world observations
2. 80 studies (1969‐2000), 202 world observations
3. 33 studies (1969‐2002),72 US observations
Recognize Uncertainty and Allow for Uncertain Inputs
Inputs with risk ranges
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The first curve is the Direct Financial NPV (i.e. only including direct costs and benefits such as capital expenditures, revenues, etc., and not including other costs and benefits such as air pollution, carbon emissions, water quality benefits, etc.).
The second curve incorporates all costs and benefits in the model, including impacts on the local economy, society, and the environment.
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An example of the probability curve output of a planned project.
Risk‐Adjusted Output
A steeper the curve means lower risk.
A more stretched out curve means more risk.
The difference between the curves is the (net) non‐market or societal benefits (externalities) such as lower carbon emissions, reduced pollution and less urban heat island effect.
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Risk‐Adjusted Output
MULTIPLE ACCOUNT CBABeing Sensible – Stakeholders Matter
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Multiple account/stakeholder CBA
Multiple account/stakeholder CBA
Winners, Losers & Risk Bearers Increased job opportunities, better health‐care, more neighbourhood connectivity, and better local air quality answer the “what's in it for me?” question of low‐income households, cyclists, environmentalists etc.
BIM allows people to see the project CBA allows sponsors to identify those likely to block project
CBA allows stakeholders to know how they benefit
With CBA cheap and answering the right questions – it is relevant again
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MA‐RA‐CBA accounting for risk, differing stakeholder perspectives, is now available to all
Planning level regional default data included
Integrated into BIM for detailed design stage
AUTOCASE
CBA‐BIM in Action
CAD System
3D Drawing AutoCASE
Web Service
Calculations
Data
Web Pages
Analytical Engine
ArchitectureAutoCASE
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Web‐only version projects – admin. & sharing
ii Stormwater Ribbon inside Civil 3D
Cloud‐linked results
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Pima County – City of Tucson Case Study
Marty Janowitz, MES ENV SPVP, Discipline Leader Sustainable Development, Stantec
The implementation of the BCE, AutoCASE™ and Envision™ on behalf of stormwater projects in arid regions
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The Rationale – AutoCASE™ and Envision™ To make sensible comparisons between green infrastructure/low impact development and traditional grey infrastructure
- Through a common metric
- To value the risk & benefits of sustainable projects
- Integrating engineering methods and economic methods to price options for decision‐making.
- Identify optimal outcomes
- So that the project is done right and the right project is done.
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Premise
In more humid parts of the country GI/LID practices are cost‐effective by enhancing the potential for reducing or eliminating the risk of sewer overflows.
Potential contaminant migration in stormwater tends to be more limited in arid environments as water bodies are few and groundwater is deep.
Stormwater management important because use of stormwater can offset the need for potable water.
Vegetation watered with stormwater has potential to decrease energy use and improve the quality of life by mitigating effects from the urban heat island.
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Background
The Pima County Regional Flood Control District and the City of Tucson, have been creating a Low Impact Development and Green Infrastructure Guidance Manual to facilitate the adoption of GI/LID practices in Pima County and the City of Tucson with the Pima Association of Governments
They completed a joint Water‐Wastewater (2010) Infrastructure, Supply and Planning Study
- Goal 5: Increase the use of rainwater and stormwater to reduce demands on potable supplies”
- Subgoal 5.1: Develop design guidelines
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Background 2
Despite efficient water use, best practices in stormwater management, and water re‐use, the population in Pima County is growing and renewable water resources are diminishing due to drought across the Colorado River Basin.
Together, a working group developed a Guidance Manual to facilitate the adoption of GI/LID practices in Pima County and the City of Tucson.
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Unique Regional Aspects
The Tucson region does not have combined sanitary sewers/storm sewer systems and so does not suffer from combined sewer overflow problems that give other regions cause to implement GI/LID;
The desert environment does experience monsoons with potential for severe flooding and also seeks the beneficial use of stormwater for irrigation.
AutoCASE™ was made more useful to desert regions by calculating the cost and benefit based on these conditions common to the arid Southwest.
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Scenarios
The goal of this Beta Testing project is to evaluate GI/LID benefits in the Pima County environment. AutoCASETM uses economic and risk analysis to evaluate costs and multi‐benefits using AutoCAD Civil3D files of GI/LID practices. Because the motivating factors for use of GI/LID are different in Pima County, there is a need to evaluate the costs and multi‐benefits of these features in that environment.
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GI/LID
One reason for developing the GI/LID Guidance Manual was to provide a tool for public and private sector professional designers, including engineers, landscape architects, planners, developers and non‐profit organizations, to utilize and better understand design configurations and the benefits of GI/LID.
This comparison then provides a framework for how our community can plan and adapt to become more resilient utilizing GI/LID in stormwater‐management.
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Deliverables
Deliverable 1: A beta version of AutoCASE TM
software with initial parameters for GI/LID practices.
Deliverable 2: Evaluation of two clustered GI/LID scenarios (commercial site and transportation corridor) considering a series of individual practices
Deliverable 3: List of factors that are most important and contribute most to the two different scenarios to calculate effectiveness of the GI/LID practices with the associated probabilities.
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Deliverables
Deliverable 4: Costs and multi‐benefits of each of the individual GI/LID practices (described in the LID/GI Guidance Manual) in the County’s and City’s environment.
Deliverable 5: Evaluation of the economic and environmental returns from investing in GI/LID practices in the arid west that can be incorporated into the LID/GI Guidance Manual.
Deliverable 6: Summary report
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Objectives
To evaluate the cost and multi‐benefits of these individual GI/LID practices to determine how GI/LID creates value for the arid west
- e.g. recreational benefits, air pollution reduction, carbon reduction, water quality improvements, lower urban heat island mortality rate etc.
To create a reference document that documents the sustainable return of relevant infrastructure projects.
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GI/LID Features Evaluated
Eight green infrastructure (GI) features evaluated
Features also combined in two sites:
- A commercial site
- A roadway reach
Economic analysis used to determine which GI features provide the greatest benefits in Tucson and how they can be used to comply with:
- Commercial rainwater harvesting ordinance
- Green streets guidelines
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GI/LID Practices Evaluated
Water Harvesting Basins
Bio Retention Basins
Xeriscape Swales
Cisterns
Infiltration Trenches
Detention Basins (or Extended Detention Basins)
Pervious Pavers
Curb Extensions, new & retrofit chicanes, medians, road diets with inlets to gather street water runoff, traffic circles)
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Costs, Benefits and Outcomes
A distribution of costs, benefits and possible outcomes as described by the following factors.
- Direct Financial Return on Investment
- Sustainable Return on Investment
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Cost‐Benefit Considerations
Water Costs (assumed to be water costs associated with irrigation reduction/potable water savings, and water pumping costs)
Energy Savings (especially energy reduction from shading)
Operation & Maintenance (assumed to include maintenance required for continued functionality of GI).
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Methodology
Risk Analysis Approach
- Reflecting the range of uncertainty about inputs as well as their most likely values.
- A probability distribution representing the outcome of future events, based on limited information.
- Input into a Monte Carlo risk analysis following a cost‐benefit approach.
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Outcomes
Evaluation of usability and usefulness of the AutoCASE™ and applicability of the data used.
- A description of Envision scoring of GI/LID features to articulate the link between GI/LID and Envision.
- An evaluation on the possible use by the City and County for the Envision™ System to assess GI/LID practices.
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Findings
GI/LID features (best management practices) added to the conventional design provide multiple high impact social benefits on both sites analyzed
- Commercial Site
- Road Re‐Design
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Envision Results – Road Re‐Design Site
Quality of Life
LeadershipResource Allocation
Natural World
Climate
Other
Envision Category Breakdown of Value – Road Re‐Design
“…most of the value is attributed to increased pedestrian safety due to traffic calming (Quality of Life), reduced heat mortality (Quality of Life), reduced social cost of water (Natural World), and lower carbon and air pollution (Climate).”
‐AutoCASE Beta Testing Project, Final Report
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Road Re‐Design Results
Summary Results
Net Present Value
of Benefits ‐
Silverbell Road
Capital Expenditures ‐$42,125
O&M Costs ‐$3,897
Reduced Electricity Costs $20,331
Reduced Natural Gas Costs $57
Direct Financial NPV ‐$26,634Reduced Flood Risk $25,645
Change in Property Values $1,592
Reduced Heat Stress Mortality $84,634
Value of Reduced CO2 Emissions $12,095
Value of Reduced Air Pollution $17,588
Reduced Direct Costs of Water $43,823
Reduced Marginal Social Costs of
Water Use$39,868
Increased Pavement Longevity
Benefit$1,763
Traffic Calming ‐ Roundabouts and
Curb Extension$117,737
Other Benefits $3,412
Sustainable NPV $322,5230%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
‐$2,000 ‐$1,000 $0 $1,000 $2,000 $3,000
Probability of Not Exceed
ing
Net Present Value of Net Benefits (Benefits ‐ Costs)
Thousands
Base Case ‐DirectFinancial NPV
Base Case ‐SustainableNPV
DirectFinancial NPV(IncludesGI/LIDFeatures)
TotalSustainableNPV (IncludesGI/LIDFeatures)
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Road Re‐Design Benefits
Reduced Electricity Costs6%
Reduced Flood Risk7%
Reduced Heat Stress Mortality
23%
Value of Reduced CO2 Emissions
3%Value of
Reduced Air Pollution
%
Reduced Direct Costs of Water12%
Reduced Marginal Social Costs of Water
Use11%
Traffic Calming ‐Roundabouts and Curb Extension
32%
Other Benefits1%
Net Present Value of Benefits – Road Re‐Design
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Road Re‐Design Benefits
Direct Financial Value9%
Government or Taxpayer20%
User / Target‐Beneficiary or
Customer Service1%
Economic or Business Activity22%
Environmental10%
Community or Other38%
Stakeholder Breakdown of Value – Road Re‐Design
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GI/LID Results
Net Present Values – Median (50th Percentile)
Costs Benefits
CapEx Cost O&M CostsFlood Risk
Reduction
Property Value
Uplift
Heat Mortality
Risk Reduction
Reduced CO2
Emissions
Reduced Other
Costs
Direct Financial
NPVTotal SNPV
Bioretention ‐$2,096 ‐$377 $169 $49 $515 $0 $0 ‐$2,473 ‐$1,740
Pervious Pavers,
relative to
asphalt
‐$2,496 ‐$834 $168 $51 $513 $0 $0 ‐$3,330 ‐$2,597
Detention Basin
/ Extended
Detention
‐$1,215 ‐$194 $234 $50 $514 $0 $0 ‐$1,409 ‐$612
Water
Harvesting
Basin*
‐$132 ‐$7 $200 $52 $518 $0 $0 ‐$139 $631
Cistern ‐$2,685 $0 $95 $0 $0 $0 $448 ‐$2,685 ‐$2,142
Xeriscape Swale ‐$383 ‐$173 $159 $51 $512 $0 $0 ‐$556 $167
Infiltration
Trench‐$701 ‐$167 $200 $50 $515 $0 $0 ‐$868 ‐$102
Pavement ‐$10,817 $0 ‐$424 $0 $0 $0 $0 ‐$10,817 ‐$11,241
Concrete ‐$14,106 $0 ‐$379 $0 $0 ‐$1,346 $0 ‐$14,106 ‐$15,831
*Entered as Infiltration Basin
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GI/LID Results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
‐$18,000 ‐$13,000 ‐$8,000 ‐$3,000 $2,000
Probab
ilty of Not Exceeding
Net Present Value of Net Benefits (Benefits ‐ Costs)
Bioretention
PerviousPavers/PorousPavement
Detention Basin
Water HarvestingBasin
Cistern
Xeriscape Swale
Infiltration Trench
Pavement/Ashphalt
Concrete
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Highlights• Benefits of GI/LID features
quantified and monetized:
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
$(1,000) $‐ $1,000 $2,000 $3,000
Probab
ility of Not Exceeding
Net Present Value of Net Benefits (Benefits ‐ Costs)
Thousands
Commercial SiteDirect NPV ‐ NoGI/LID
Commercial SiteSNPV ‐ GI/LIDIncluded
"Road Re‐Design DriectNPV ‐ NoGI/LID"
Road Re‐DesignSNPV ‐ GI/LIDIncluded
• Adding GI/LID features to the commercial and road re‐design sites provides net benefits to the Tucson region
• Largest benefits: heat related mortality, traffic calming, flooding, reduced water costs and reduced air pollution
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GI/LID features have a payback to governments, the environment, the economy and the community
This approach allows all stakeholder groups to understand how they are affected by a project
- “What’s in it for me?”
Ignoring benefits of GI/LID features can lead to incorrect decisions
Overall FindingsStormwater Pilot Project
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Recommendations
The City of Tucson, Pima County, should continue to use this approach to demonstrate the full value of its GI/LID initiatives
This information should be used to help make the best decisions as projects are planned and designs are modified
The Tucson region should consider the use of Envision to communicate project benefits to outside stakeholders
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Future Enhancements – the Ultimate “Shown and Tell”
Brian YoungSustainable Infrastructure Program Manager, Autodesk
Autodesk
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The New Infrastructure Tools
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Courtesy: Parsons Brinkerhoff
Plan
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Plan
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Design
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Build
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Courtesy: VTA Consulting
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Manage
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Courtesy: City of Vancouver
Show
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Courtesy: Parsons Brinkerhoff
Show
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Envision Business Case Evaluator (BCE) Companion Tool: Prioritizing Investments for Sustainable Stormwater Management Projects
Questions & Answers
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APWA Stormwater Management Symposium
Envision Business Case Evaluator (BCE) Companion Tool: Prioritizing Investments for Sustainable Stormwater Management Projects
Moderator: Vicki Quiram, Assistant Commission, New Hampshire Dept. of Environmental Services
Leaders: John Williams, Impact Infrastructure, Inc.Ryan Meyers, Impact Infrastructure, Inc. John Parker, Impact Infrastructure, Inc.Marty Janowitz, StantecBrian Young, Autodesk
Conclusions
89
References Australia Department of Finance and Deregulation, Office of Best Practice Regulation (2013). “Best Practice Regulation
Handbook ‐ Appendix E. Cost‐benefit analysis” http://www.finance.gov.au/obpr/proposal/handbook/appendix‐E‐cost‐benefit‐analysis.html
Congress, U. S. "Flood control act of 1936." Public Law 738 (1936): 49.
Dupuit, Arsène Jules Étienne Juvénal (1844): De la mesure de l’utilité des travaux publics, Annales des ponts et chaussées, Second series, 8. Translated by R.H. Barback as On the measurement of the utility of public works, International Economic Papers, 1952, 2, 83‐110 http://www.rothsteineconomics.com/On%20the%20Measurement%20of%20the%20Utility%20of%20Public%20Works.pdf
The Economist, “Petty impressive ‐Meet Sir William Petty, the man who invented economics”, Dec 21st 2013 http://www.economist.com/news/finance‐and‐economics/21591842‐meet‐sir‐william‐petty‐man‐who‐invented‐economics‐petty‐impressive
Federal Inter‐Agency River Basin Committee. "Proposed practices for economic analysis of river basin projects." Report of the Sub‐Committee on Costs and Budgets, Washington DC (1950).
Mishan, Edward J., and Euston Quah. Cost‐benefit analysis. Routledge, 2007.
Pigou, Arthur Cecil. The economics of welfare. Transaction Publishers, 1924.
Treasury Board of Canada Secretariat (2013). “Canadian Cost‐Benefit Analysis Guide: Regulatory Proposals” http://www.tbs‐sct.gc.ca/rtrap‐parfa/analys/analystb‐eng.asp
U.K. Government, Department for Environment, Food and Rural Affairs (eftec) (2010). “Valuing Environmental Impacts: Practical Guidelines for the Use of Value Transfer in Policy and Project Appraisal ‐ Case Study 7 – Using GIS in Valuing Ecosystem Impacts” https://www.cbd.int/financial/values/unitedkingdom‐case7.pdf
US Department of Transportation (2014). “Benefit‐Cost Analyses Guidance for TIGER Grant Applicants ‐ TIGER BCA Guidance” http://www.dot.gov/policy‐initiatives/tiger/tiger‐bca‐guidance‐2014
US Department of Transportation (2014a). “TIGER BCA Resource Guide” http://www.dot.gov/policy‐initiatives/tiger/tiger‐bca‐resource‐guide‐2014
US Department of Transportation, Federal Highway Administration (2013). “Benefit‐Cost Analysis ‐ Asset Management” http://www.fhwa.dot.gov/infrastructure/asstmgmt/primer05.cfm
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GREEN INFRASTRUCTURE DESIGNS FOR MULTIPLE BENEFITS
August 19, 2014
2014 APWA International Congress & Exposition
Toronto, ON, Canada
Brenda Macke, P.E.
Andy Sauer, P.E.
Today’s Presentation
• Green infrastructure implementation
• Green infrastructure evaluation
– 4 levels of scale
– 2 most typical (small distributive or large centralized)
• Small distributive
• Large centralized facilities
• Case Study 1 – Adams Park Wetland & StormwaterDetention, Omaha, Nebraska
• Case Study 2 – Target Green West Marlborough, Kansas City, MO
• Question & Answers
Green Infrastructure Implementation
• Goal: Improve water quality
– 85‐90% reduction in pollutants
– Extend the useful life of existing infrastructure
• Challenges
– Cost effective
– Aging infrastructure
– Limited or no curb capacity
– Blighted/vacant property
– Depopulation
– Requires coordination & cooperation
– Paradigm shift (gray to green)
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Green Infrastructure Scale
• Lot Level
– Rain Barrels
– Rain Gardens
• Street Level
– Bioretention
– Swales
• Subbasin Level
– Wet Pond
– Wetland
• Basin Level
– Restoration
Distributive Green Solutions
• Design Objective
– Keep initial stormwater runoff from entering pipe
– Manage stormwater on‐site
• Store in soils for plant use
• Deep infiltration for groundwater recharge
• Delayed slow release back to sewer system
• Store for reuse (irrigation or vehicle washing)
• Main Driver
– Utilizes existing infrastructure
Distributive Green Solutions
Benefits
• Uses existing pipes
• Mimic pre‐develop hydrology
• Recharging groundwater
• Provides green spaces
• Enhance neighborhoods
• Public engagement
• Re‐development standards
Challenges
• Capturingstormwater
• Requires lots of sites
• Needs to look good
• Requires maintenance
• Within ROW or on private property
• Micro designs
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Centralized Green Solutions
• Design Objective
– Strategic sewer separation to consolidate GI in one central location
– Manage stormwater with larger public operated facility
• Create public amenities
• Provide water features that promote infiltration, evaporation, & ET
• Operate with multi stage control structure to meter release back to sewer system
• Store for reuse (irrigation)
• Main Driver
– Consolidates operations
Centralized Green Solutions
Benefits
• Creates water features
• Enhances public spaces
• Creates habitat
• Provides green spaces
• Enhances neighborhoods
• Increases public engagement
• Creates opportunity for multi‐benefits between City departments
Challenges
• Sewer separation
• Requires large sitein right location
• Needs to meet long range plan for the area
• Requires maintenance
• Requires more coordination
• Higher risk
Holistic watershed approach to maximize community benefits
• Evaluate Watershed Characteristics
– Public and private property
– Vacant and blighted areas
– Large tracks of impervious surface
– Large transportation corridors
• Identify Opportunity Areas to provide cost‐effective GI solutions
– Large centralized locations
– Minimize utility conflicts and new infrastructure requirements
• Potential Enhancements
– Community amenities
– Redevelopment opportunities
Large Centralized GI Solution
Linear Roadway GI Solution
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Site Suitability Criteria• Community enhancements
• Re‐development opportunities
• Connected with other CIP projects
• New infrastructure requirements
• Major utility conflicts
• Environmental issues
Evaluate: Where to install Green Infrastructure Facilities
Land Use Cover
• Public land
• Large impervious cover
• Large transportation corridor
• Vacant property
• Blighted areas
Implementation Process of Green Infrastructure
• GI controls (small storms)
• StormwaterConveyance
• Quantify capture volume
• Estimate reduction in gray solutions
• H&H modeling• Cost benefit analysis
• Adaptive designs• Meets volume capture
and water qaulity• Enhancements
CASE STUDY #1
Adams Park Wetland & Stormwater Detention, Omaha Nebraska
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• Identify locations for green solutions
• Screen sites
• Distributive GI Sites
• Centralized GI Sites
1- Adams Park
2
3
4
8
5
6
John Creighton BlvdWatershed Evaluation
1- Adams Park
9-13
2
8
Initial Screening
Distributed Green Solutions within existing right of way- Bioretention
1- Adams Park
9-13
2
8
Initial Screening
Centralized Green Solutions
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Centralized GI Results
• Meets stormwater water quality regulation
– 0.5 inch runoff
• Significant benefit to downstream conveyance
– Reduced 10‐yr conveyance by 83%
– 60 inch pipe
– Able to meet downstream conveyance restriction
• Drainage area is 244 acres 0
100
200
300
400
500
600
700
800
900
1000
1:00 2:00 3:00 4:00 5:00 6:00
Inflow Outflow
Centralized GI ‐Wetland
1- Adams Park
9-13
2
8
Final GI Solutions
Adams ParkWetland Design Meets Master Plan Concept
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Wetland Design Features
Storm Sewer Outfall
Pool, Riffle, Reach
Road Crossing
Wetland
Outlet Structure
Inlet Structure
Outlet Structure
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Outlet Structure
Final Grading Plan
Wetland Water Budget
• Evaluated 3 Years
– Dry Year (1988)
– Avg Year (1969)
– Wet Year (2007)
• 11‐26 Days of Continuous Saturation or Inundation
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Adams Park Wetland – Rain Events
After ½ inch Rain After 2 inch Rain
Adams Park Wetland Zones
Wetland Cross‐Section
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Pre‐Treatment Channel & Play Area
Park Features
Adams Park Wetland
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CASE STUDY #2
Target Green West Marlborough, Kansas City, MO
Project Goals: Target Green Marlborough
Meet regulatory capture volume requirements
Identify cost‐effective green infrastructure (GI) solutions
Minimize community disturbance
Integrate with existing neighborhood character
ARLETA PARKPILOT AREA
RACHEL MORADO
CONTROLAREA
TOWER PARK
COLONIALPOINT
Outfall 059
Outfall069
85th St
75th St
Integrate into long‐term planning goals
• Transportation Planning
– Corridor Studies
• Parks & Rec
– Trails
– Boulevards
• Public Works
– Infrastructure needs
• Historical Preservation
• Comprehensive Planning
– Revitalization
ARLETA PARKPILOT AREA
CONTROLAREA
COLONIALPOINT
85th St
75th St
RACHEL MORADOTOWER PARK
Parks and Trail Connections
Urban Renewal Areas
Trolley Track Trail
Outfall 059
Outfall069
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Target Green West Marlborough
• Land Use Cover
– Public land
• Right‐of‐way
– Large impervious cover
– Transportation corridor
– Vacant Property
• Site Suitability
– Other infrastructure needs
• Flooding issues
– Redevelopment opportunities
Large Impervious Cover
Vacant Property
Redevelopment Opportunities
Existing Right-of-Way
Outcome of Screening Analysis
TOWER PARK
COLONIAL POINT
85th t
75th St
Outfall 059
82nd st
79th st
Total Volume Capture Requirement 1,100,000 gallons
Historic Flooding Location
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Target Green West MarlboroughDistributed GI
Distributed GI –Campus Location
• Bioretention Cells
– 3,850 sf
– 10,400 sf
• Bioswale
Distributed GI –Neighborhood
• Existing sump area• City owned
property• Utilize existing
swale/ditch collection system
• Two Bioretention Cells
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Target Green West MarlboroughCentralized GI
• Successful centralized GI is dependent on getting water tothe facility
– Stormwater collection & conveyance
• How can we do this?
– Complete street replacement or
– Utilize existing features
• Challenges for Target Green Marlborough centralized:
– Use existing features (streets; swales)
– Construction impact (Driveways; future swale maintenance)
– Pipe design stormwater design criteria (future upgrades)
Reality: There will be localized ponding (utilize existing ‘green’)
Centralized GI: Future Park Feature
Centralized GI: Park FeatureEvaluating the Site
• Environmental Site Assessments
– Phase I and II
– Dry cleaning activities
– PCE exceedance
• Geotechnical borings
– 8 Borings
– Limestone & Shale
• Existing CSO Trunk
– 42‐inch RCP
Recommendation Meeting
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Centralized GI, Park FeatureCollection system
• Improve stormwater collection
– High impervious area (with curb); major transportation corridor
– Existing Residential
• Improved sump areasT
roo
stA
ve
Centralized GI: Park Feature
Dry Weather
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Storm D Event Inundation Area
1.4” Storm
2-Year
2-Year Event Inundation Area
100-Year
100-Year Event Inundation Area
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Flood Mitigation Recommendation
• Stormwater Pipe
– 48‐inch
– Connection to existing storm sewer
– Connection to Location 5
• Mitigates flooding
• Detained stormwaterreleased within 24 hrs
• WWTP Cost Savings
– $540,000 over 25 yrs
• Flooded property value
– $625,000
Centralized GI:Neighborhood
Centralized GI:Neighborhood
• Conveyance Improvements
– Strategic Separation
• 24 acres Curbed Streets
– (Colonial Point apartments)
• 55 acres Swale Section Streets
– (east residential area)
– Sized for 10‐year or 25‐year with overflow in excess of WQv back to combined system
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Centralized GI:Neighborhood
• Bioswale
• Bioretention
Lessons Learned
• Location, Location, Location
• One size does not fit all
• Engage stakeholders
• Integrate with other projects
• Coordination is key
• More than just green infrastructure
QUESTIONS?
Andy Sauer, P.E., ENV SPCDM Smith
Brenda Macke, P.E., CFMCDM Smith