This collection contains 149 papers presented at the 2010 International Low Impact Development Conference, held in San Francisco, California, April 11-14, 2010.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 8<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
| 22<\/td>\n | A National Assessment of Rainwater Harvesting: Challenges, Needs, and Recommendations Demonstration and Monitoring of Rainwater Harvesting Technology in North Carolina <\/td>\n<\/tr>\n | ||||||
| 32<\/td>\n | Do Rainwater Harvesting Objectives of Water Supply and Stormwater Management Conflict? <\/td>\n<\/tr>\n | ||||||
| 42<\/td>\n | Rainwater Harvesting from Roofs for Non-Potable Reuse <\/td>\n<\/tr>\n | ||||||
| 52<\/td>\n | Advances in LID BMP Design Methods\u2014Lessons Learned A Methodology for using Rainwater Harvesting as a Stormwater Management BMP <\/td>\n<\/tr>\n | ||||||
| 66<\/td>\n | ASCE\u2013EWRI Permeable Pavement Technical Committee\u2013Introduction of Committee Goals and Chapter 1of Guidelines Design Considerations Common to All Permeable Pavements <\/td>\n<\/tr>\n | ||||||
| 72<\/td>\n | Best Practices for Maximum Beneficial Use of Rainwater <\/td>\n<\/tr>\n | ||||||
| 84<\/td>\n | Considerations in Selecting a (Bio)filtration Media to Optimize Lifespan and Pollutant Removal <\/td>\n<\/tr>\n | ||||||
| 95<\/td>\n | Estimation of Green Roof Evaptranspiration\u2013Experimental Results <\/td>\n<\/tr>\n | ||||||
| 103<\/td>\n | Impact of Maintenance and (Im)Properly Sizing Bioretention on Hydrologic and Water Quality Performance <\/td>\n<\/tr>\n | ||||||
| 117<\/td>\n | In Situ Bioretention Design Concept <\/td>\n<\/tr>\n | ||||||
| 125<\/td>\n | Introduction to Permeable Friction Course (PFC) Asphalt <\/td>\n<\/tr>\n | ||||||
| 134<\/td>\n | Maintenance and Repair Options for Pervious Concrete <\/td>\n<\/tr>\n | ||||||
| 147<\/td>\n | Measure Twice, Build Once: Bench-Scale Testing to Evaluate Bioretention Media Design <\/td>\n<\/tr>\n | ||||||
| 160<\/td>\n | Permeable Pavement Demonstration at the Edison Environmental Center <\/td>\n<\/tr>\n | ||||||
| 173<\/td>\n | Permeable Pavement Performance Over 3 Years of Monitoring <\/td>\n<\/tr>\n | ||||||
| 187<\/td>\n | Pervious Asphalt Roads and Parking Lots: Stormwater Design Considerations <\/td>\n<\/tr>\n | ||||||
| 201<\/td>\n | Pervious Concrete Testing Methods <\/td>\n<\/tr>\n | ||||||
| 214<\/td>\n | Pervious Pavement Systems in Florida\u2013Research Results <\/td>\n<\/tr>\n | ||||||
| 228<\/td>\n | Replacing Incised Headwater Channels and Failing Stormwater Infrastructure with Regenerative Stormwater Conveyance <\/td>\n<\/tr>\n | ||||||
| 239<\/td>\n | The Urban Green BioFilter: An Innovative Tree Box Application <\/td>\n<\/tr>\n | ||||||
| 255<\/td>\n | Case Studies Case Study of LID Application and Design Method\u2014Rain Harvesting for Waterscape and Water Balance Analysis <\/td>\n<\/tr>\n | ||||||
| 265<\/td>\n | Creating an LID Environment in an Ultra Urban Setting <\/td>\n<\/tr>\n | ||||||
| 273<\/td>\n | Effects of Minimum-Intervention-Design to Urban Waterfront Park in China: An application of POE <\/td>\n<\/tr>\n | ||||||
| 285<\/td>\n | Green Infrastructure for CSO Control In Kansas City, Missouri <\/td>\n<\/tr>\n | ||||||
| 297<\/td>\n | Implementing Low Impact Development for Sustainable Transportation Infrastructure in King County, Washington <\/td>\n<\/tr>\n | ||||||
| 308<\/td>\n | Integrated Stormwater Facility Design to Address Hydromodification on a College Campus, Livermore, California <\/td>\n<\/tr>\n | ||||||
| 320<\/td>\n | Brickyard Park and Ride Case Study: Pervious Asphalt and Integrated Site Stormwater Design <\/td>\n<\/tr>\n | ||||||
| 333<\/td>\n | Roadside Stormwater Master Plan Using Low Impact Development (LID) <\/td>\n<\/tr>\n | ||||||
| 344<\/td>\n | Using Landscape Plants for Phytoremediation <\/td>\n<\/tr>\n | ||||||
| 354<\/td>\n | Management, Design, and Development of Irrigation System in Desert Regions Case Study: Bagh-E-Shazdeh (Prince Garden) <\/td>\n<\/tr>\n | ||||||
| 368<\/td>\n | Coast to Coast, Integration of Stormwater Management with the Urban Landscape\/Impacts on Organizational Culture Green Streets In Southern California: Transformation of Basic Street Infrastructure to a Conversation of Beauty and Environmental Enhancements <\/td>\n<\/tr>\n | ||||||
| 383<\/td>\n | Computational Methods A Non-Dimensional Modeling Approach for Evaluation of Low Impact Development from Water Quality to Flood Control <\/td>\n<\/tr>\n | ||||||
| 393<\/td>\n | A Simplified Sizing Tool for LID Practices in Western Washington <\/td>\n<\/tr>\n | ||||||
| 406<\/td>\n | An Innovative Decision Support System for Quantifying and Optimizing Benefits of Decentralized BMPs for Los Angeles County <\/td>\n<\/tr>\n | ||||||
| 419<\/td>\n | Comparison of BMP Infiltration Simulation Methods <\/td>\n<\/tr>\n | ||||||
| 426<\/td>\n | Curve Numbers and Urban Runoff Modeling\u2013Application Limitations <\/td>\n<\/tr>\n | ||||||
| 440<\/td>\n | Effectiveness Site Design and Low-Impact Development on Stormwater Runoff Patterns at Partridgeberry Place LID Subdivision <\/td>\n<\/tr>\n | ||||||
| 450<\/td>\n | ESD in Practice: Comparison of Environmental Site Design Regulations Using Example Application <\/td>\n<\/tr>\n | ||||||
| 462<\/td>\n | Modeling Bioretention Hydrology with DRAINMOD <\/td>\n<\/tr>\n | ||||||
| 472<\/td>\n | Moving Beyond the Percent Removal Paradigm: Using Lower Limit Effluent Concentrations in Design Guidance and Evaluation <\/td>\n<\/tr>\n | ||||||
| 485<\/td>\n | Use of Stormwater Capture Curve for Sizing Storage-based LID Facilities In Korea <\/td>\n<\/tr>\n | ||||||
| 496<\/td>\n | Noramlized Runoff Capture Volumes for Low Impact Designs <\/td>\n<\/tr>\n | ||||||
| 505<\/td>\n | Web-based Low Impact Development Decision Support Tool for Watershed Planning <\/td>\n<\/tr>\n | ||||||
| 517<\/td>\n | Why Single-Event Modeling Doesn’t Work for LIDs <\/td>\n<\/tr>\n | ||||||
| 529<\/td>\n | Constructing LID Facilities Application of a Structured Infiltration System for Stormwater Management In Campus <\/td>\n<\/tr>\n | ||||||
| 543<\/td>\n | Enhanced Biofilter Treatment of Stormwater by Optimizing the Residence Time <\/td>\n<\/tr>\n | ||||||
| 554<\/td>\n | Evaluation of the Contaminant Removal Potential of Biofiltration Media <\/td>\n<\/tr>\n | ||||||
| 568<\/td>\n | Costs of LID Planning-Level Cost Estimates for Green Stormwater Infrastructure In Urban Watersheds <\/td>\n<\/tr>\n | ||||||
| 580<\/td>\n | Western Case Studies and Cost Analysis of Xeripave <\/td>\n<\/tr>\n | ||||||
| 589<\/td>\n | Education, Training, Outreach Certifying the Landscape Community in Rain Garden Installation: The North Carolina Experience <\/td>\n<\/tr>\n | ||||||
| 600<\/td>\n | Lakewood RainCatchers: Lessons Learned in Recruiting for Residential Rain Garden and Cistern Installations <\/td>\n<\/tr>\n | ||||||
| 611<\/td>\n | LID Design Education for Undergraduate and Graduate Engineering Students <\/td>\n<\/tr>\n | ||||||
| 621<\/td>\n | LID Education and Installation in Mixed Income and Ethnically Diverse Areas of Milwaukee, Wisconsin <\/td>\n<\/tr>\n | ||||||
| 633<\/td>\n | Stormwater BMP Inspection and Maintenance Program in North Carolina\u2013A 3 Year Update <\/td>\n<\/tr>\n | ||||||
| 640<\/td>\n | Water Quality in Municipal Stormwater Management: Recognizing State of the Practice Tools Available to Missouri Communities <\/td>\n<\/tr>\n | ||||||
| 649<\/td>\n | Green Streets in Harsh Climates (Invited Presentations) Green Street Retrofits in the Northeast: Design and Acceptance Challenges for Stormwater Management Retrofits <\/td>\n<\/tr>\n | ||||||
| 663<\/td>\n | Ultra Urban Green Street Design Criteria <\/td>\n<\/tr>\n | ||||||
| 682<\/td>\n | Incentives for Using LID Alternative Site-Assessment Hydrologic Metrics for Urban Development <\/td>\n<\/tr>\n | ||||||
| 692<\/td>\n | Incorporating LID into New Developments A Solution to Requiring LID in Stockton Urbanized Area: A Volume Runoff Reduction Approach <\/td>\n<\/tr>\n | ||||||
| 702<\/td>\n | Calculation of LID Benefits in Meeting New Development Standards <\/td>\n<\/tr>\n | ||||||
| 713<\/td>\n | Comparison of Low Impact Development Treatment, Traditional Stormwater Treatment, and No Stormwater Treatment for Commercial Shopping Centers in North Carolina <\/td>\n<\/tr>\n | ||||||
| 723<\/td>\n | Control Effects Comparison of Three Kinds of Typical LID Infiltration and Emission Reduction Measures: Beijing Case Study <\/td>\n<\/tr>\n | ||||||
| 735<\/td>\n | Development and Application of Modular LID Site Planning Tool <\/td>\n<\/tr>\n | ||||||
| 743<\/td>\n | LID in Minnesota State Statute: Minimal Impact Design Standards <\/td>\n<\/tr>\n | ||||||
| 753<\/td>\n | LID in New Schools: The LAUSD Example <\/td>\n<\/tr>\n | ||||||
| 771<\/td>\n | Soil Amendments for Mitigation of Compacted Soils <\/td>\n<\/tr>\n | ||||||
| 785<\/td>\n | LID and Reimagining Cities Creating Better Communities with LID <\/td>\n<\/tr>\n | ||||||
| 799<\/td>\n | LID and Sustainable Natural Resource Management in the Urban Environment: The Unique Case of New York City <\/td>\n<\/tr>\n | ||||||
| 809<\/td>\n | LID Helps Define North Bethany as a Community of Distinction in suburban Oregon <\/td>\n<\/tr>\n | ||||||
| 819<\/td>\n | LID, LEED, and Alternative Rating Systems\u2014Integrating Low Impact Development Techniques with Green Building Design <\/td>\n<\/tr>\n | ||||||
| 831<\/td>\n | Low Impact Development: The Saviour of the 21[sup(st)] Century City or a 20[sup(th)] Century Suburban Irrelevance? <\/td>\n<\/tr>\n | ||||||
| 842<\/td>\n | The Application of Form-Based Zoning and Low Impact Development for the Revitalization of the Town Center of Simsbury, Connecticut <\/td>\n<\/tr>\n | ||||||
| 853<\/td>\n | The Integration of Low Impact Development to Enhance the Application of Smart Code Zoning to Create a Gateway District to the Historic Town Center of Tolland, Connecticut <\/td>\n<\/tr>\n | ||||||
| 863<\/td>\n | LID and Sustainability National Assessment of Rainwater Harvesting as a Stormwater Best Management Practice: Challenges, Needs, and Recommendations <\/td>\n<\/tr>\n | ||||||
| 874<\/td>\n | Alternative Futures: Economic and Water Resource Analysis of Traditional vs. Low Impact Redevelopment <\/td>\n<\/tr>\n | ||||||
| 885<\/td>\n | Appropriate Drainage Systems for a Changing Climate in the Water Sensitive City <\/td>\n<\/tr>\n | ||||||
| 899<\/td>\n | Cation Exchange Capacity of Inorganic Green Roof Substrates Prevents the Negative Effect of Available Zinc on Sedum Species <\/td>\n<\/tr>\n | ||||||
| 910<\/td>\n | Effects of Crumb Rubber Amendments on the Porosity, Water Holding Capacity, and Bulk Density of Three Green Roof Substrates <\/td>\n<\/tr>\n | ||||||
| 918<\/td>\n | Modeling Impervious Area Disconnection with SWMM <\/td>\n<\/tr>\n | ||||||
| 931<\/td>\n | Implementing Sustainable Green Streets and Parking Lots in San Mateo County, California <\/td>\n<\/tr>\n | ||||||
| 942<\/td>\n | Integrating LID into Your Asset Management Program <\/td>\n<\/tr>\n | ||||||
| 956<\/td>\n | LID Meets Permaculture: Sustainable Stormwater Management in the Mountains of Western North Carolina <\/td>\n<\/tr>\n | ||||||
| 970<\/td>\n | Maximizing Sustainable Water-Use for Low Impact Development <\/td>\n<\/tr>\n | ||||||
| 983<\/td>\n | Modifications to Existing Codes and Ordinances: Bioassay of Microbial Diversity in Compost <\/td>\n<\/tr>\n | ||||||
| 1001<\/td>\n | Modular Wetland System: A History of Wetland Treatment and Case Study of an Advanced Subsurface Flow Wetland to Treat Stormwater and Continuous Nuisance Flows <\/td>\n<\/tr>\n | ||||||
| 1008<\/td>\n | Rainwater Harvesting: Policies, Programs, and Practices for Water Supply Sustainability <\/td>\n<\/tr>\n | ||||||
| 1024<\/td>\n | Same Old Drainage Problem, Different Solution <\/td>\n<\/tr>\n | ||||||
| 1033<\/td>\n | Stormwater Runoff Reduction Achieved by Green Roofs: Comparing SWMM Method to TR-55 Method <\/td>\n<\/tr>\n | ||||||
| 1043<\/td>\n | The Feasibility and Desirability of Stormwater Retention on Site in California and on the West Coast <\/td>\n<\/tr>\n | ||||||
| 1057<\/td>\n | Tricosan in Greywater: Implications for Reuse <\/td>\n<\/tr>\n | ||||||
| 1070<\/td>\n | Urban LID Using Compost <\/td>\n<\/tr>\n | ||||||
| 1077<\/td>\n | Using the Bay-Friendly Landscape Standards to Implement Low Impact Development in the San Francisco Bay Area <\/td>\n<\/tr>\n | ||||||
| 1088<\/td>\n | LID from Rules to Reality (Invited Presentation) LID from Rules to Reality\u2013The Role of the Plan Reviewer <\/td>\n<\/tr>\n | ||||||
| 1096<\/td>\n | Long-Term Performance, Maintenance Design, Construction, and Maintenance of LID Practices: Results from a Field Assessment in Virginia’s James River Watershed <\/td>\n<\/tr>\n | ||||||
| 1110<\/td>\n | Overcoming Institutional and Other Barriers to LID Implementation An Assessment of Barriers to LID Implementation in the Pacific Northwest and Efforts to Remove Those Barriers <\/td>\n<\/tr>\n | ||||||
| 1122<\/td>\n | Assessing Stormwater Management in King County, Washington: An Evaluation of Pollution Mitigation Strategies <\/td>\n<\/tr>\n | ||||||
| 1132<\/td>\n | Forecasting Multiple Watershed-Level Benefits of Alternative Storm Water Management Approaches in the Semi-Arid Southwest: Required Tools for Investing Strategically <\/td>\n<\/tr>\n | ||||||
| 1144<\/td>\n | Integrating Valuation Methods to Recognize Green Infrastructure’s Multiple Benefits <\/td>\n<\/tr>\n | ||||||
| 1165<\/td>\n | Low Impact Development for the Empowered Homeowner: Incentive Programs for Single Family Residences <\/td>\n<\/tr>\n | ||||||
| 1181<\/td>\n | On the Physics of Low Impact Development\u2013Pervious Pavement <\/td>\n<\/tr>\n | ||||||
| 1188<\/td>\n | Seattle’s Implementation of Green Stormwater Infrastructure to the Maximum Extent Feasible <\/td>\n<\/tr>\n | ||||||
| 1196<\/td>\n | Strengthening Storm Water Management at Federal Facilities and on Federal Lands in Response to Presidential Executive Order 13508 <\/td>\n<\/tr>\n | ||||||
| 1205<\/td>\n | Evolution of Low Impact Development in the Puget Sound Region <\/td>\n<\/tr>\n | ||||||
| 1217<\/td>\n | Recent Monitoring\/Performance Findings Bioretention Cell Efficacy in Cold Climates <\/td>\n<\/tr>\n | ||||||
| 1230<\/td>\n | Bioretention Outflow: Does It Mimic Non-Urban Watershed Shallow Interflow? <\/td>\n<\/tr>\n | ||||||
| 1244<\/td>\n | Analysis of Bioretention Media Specifications and Relationships to Overall Performance <\/td>\n<\/tr>\n | ||||||
| 1255<\/td>\n | Ecoroof Performance Monitoring in Portland, Oregon <\/td>\n<\/tr>\n | ||||||
| 1268<\/td>\n | Effect of Soil Disturbance in Native and Engineered Soils used in Stormwater Infiltration Systems <\/td>\n<\/tr>\n | ||||||
| 1279<\/td>\n | Evaluation of Roadside Filter Strips, Dry Swales, Wet Swales, and Porous Friction Course for Stormwater Treatment <\/td>\n<\/tr>\n | ||||||
| 1291<\/td>\n | Working with Regulators to Change Permeable Pavement Acceptance <\/td>\n<\/tr>\n | ||||||
| 1302<\/td>\n | Examinations of Pervious Concrete and Porous Asphalt Pavements Performance for Stormwater Management in Northern Climates <\/td>\n<\/tr>\n | ||||||
| 1320<\/td>\n | Expanding the International Stormwater BMP Database Reporting, Monitoring and Performance Analysis Protocols to Include Low Impact Development (Part 1) <\/td>\n<\/tr>\n | ||||||
| 1330<\/td>\n | Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington <\/td>\n<\/tr>\n | ||||||
| 1349<\/td>\n | Green Roof Hydrology: Results from a Small-Scale Lysimeter Setup (Bronx, NY) <\/td>\n<\/tr>\n | ||||||
| 1363<\/td>\n | Improved Standard Sumps as Best Management Practice for Stormwater Treatment <\/td>\n<\/tr>\n | ||||||
| 1378<\/td>\n | Low Impact Development Benefits of Level Spreader\u2013Vegetative Filter Strip Systems <\/td>\n<\/tr>\n | ||||||
| 1390<\/td>\n | Performance of Permeable Pavements in Cold Climate Environments <\/td>\n<\/tr>\n | ||||||
| 1400<\/td>\n | Quantification of Petroleum Hydrocarbon Residual and Biodegradation Functional Genes in Rain Garden Field Sites <\/td>\n<\/tr>\n | ||||||
| 1408<\/td>\n | Site-level LID Monitoring and Data Interpretation: New Guidance for International BMP Database Studies (Part 2) <\/td>\n<\/tr>\n | ||||||
| 1418<\/td>\n | Storm Water Quality Control Volume for Southwest Region of USA <\/td>\n<\/tr>\n | ||||||
| 1427<\/td>\n | Stormwater Mitigation by Living Roofs in Auckland, New Zealand <\/td>\n<\/tr>\n | ||||||
| 1438<\/td>\n | Surface Temperature and Heat Exchange Differences between Pervious Concrete and Traditional Concrete and Asphalt Pavements <\/td>\n<\/tr>\n | ||||||
| 1452<\/td>\n | Site Design Considerations Design of a Green Infrastructure “Retrofit” as an Alternative to Conventional Stormwater Management for a Residential Subdivision <\/td>\n<\/tr>\n | ||||||
| 1464<\/td>\n | Lateral Seepage Flow between Low Impact Development Drainage Devices and the Underground Water Level <\/td>\n<\/tr>\n | ||||||
| 1471<\/td>\n | LID in Retrofitting an Ultra-Urban Transportation Infrastructure <\/td>\n<\/tr>\n | ||||||
| 1482<\/td>\n | Overcoming Obstacles to LID Implementation\u2013Tales from Silicon Valley <\/td>\n<\/tr>\n | ||||||
| 1496<\/td>\n | Plant Selection for Bioretention in the Arid West <\/td>\n<\/tr>\n | ||||||
| 1507<\/td>\n | Predicting the Feasibility of Wide-Scale LID Implementation\u2013Accuracy of Reported Soil Characteristics in Urbanized Areas of Los Angeles County <\/td>\n<\/tr>\n | ||||||
| 1520<\/td>\n | Structural\/Hydrologic Design and Maintenance of Permeable Interlocking Concrete Pavement <\/td>\n<\/tr>\n | ||||||
| 1536<\/td>\n | Special LID Applications Addressing an Impervious Cover TMDL through the Use of LID <\/td>\n<\/tr>\n | ||||||
| 1544<\/td>\n | Energy Independence and Security Act (EISA) of 2007: Advancing the Science and Use of Low Impact Development (LID) <\/td>\n<\/tr>\n | ||||||
| 1554<\/td>\n | Green Infrastructure Optimization Analyses for Combined Sewer Overflow (CSO) Control <\/td>\n<\/tr>\n | ||||||
| 1563<\/td>\n | Lakewood RainCatchers Pilot Project for Reducing Combined Sewer Overflows <\/td>\n<\/tr>\n | ||||||
| 1578<\/td>\n | Watershed Retrofit with LID An Alternate Approach to Size Vegetative Filter Strips as Elements of a Highway LID Stormwater Management Strategy <\/td>\n<\/tr>\n | ||||||
| 1592<\/td>\n | Changing a Culture: Managing Stormwater Sustainably in the UK City of the Future\u2013Learning from the USA and Australia <\/td>\n<\/tr>\n | ||||||
| 1606<\/td>\n | Evaluation of Low Impact Development Stormwater Technologies and Water Reuse Options for the Lake Simcoe Regions <\/td>\n<\/tr>\n | ||||||
| 1618<\/td>\n | From Art to Infrastructure: Designing Flow Control for Efficient LIDs <\/td>\n<\/tr>\n | ||||||
| 1628<\/td>\n | Improving the Water Quality of Lake Tahoe One Development at a Time: Watershed LID Retrofits in the Tahoe Basin <\/td>\n<\/tr>\n | ||||||
| 1638<\/td>\n | Integrated Modeling of Green Infrastructure Components in an Area Served by Combined Sewers <\/td>\n<\/tr>\n | ||||||
| 1652<\/td>\n | LID in a Canadian Residential Brownfield Re-Development <\/td>\n<\/tr>\n | ||||||
| 1659<\/td>\n | Low Impact Development (LID) Restoration Master Plan for Town of Centreville, MD <\/td>\n<\/tr>\n | ||||||
| 1675<\/td>\n | Marketing for Behavior Change and Nutrient Reduction <\/td>\n<\/tr>\n | ||||||
| 1685<\/td>\n | Moving Green Stormwater Infrastructure into Seattle’s CSO Control Program <\/td>\n<\/tr>\n | ||||||
| 1696<\/td>\n | Pierce County Paving the Way to a Greener Environment <\/td>\n<\/tr>\n | ||||||
| 1705<\/td>\n | Redeveloping Brownfields with LID Design <\/td>\n<\/tr>\n | ||||||
| 1719<\/td>\n | Reducing Phosphorus in Urban Stormwater Runoff with Low Impact Development <\/td>\n<\/tr>\n | ||||||
| 1730<\/td>\n | Thornton Creek Water Quality Channel: From Parking Lot to Channel Headwaters <\/td>\n<\/tr>\n | ||||||
| 1742<\/td>\n | Using the Hydrologic Footprint Residence to Evaluate Low Impact Development in Urban Areas <\/td>\n<\/tr>\n | ||||||
| 1751<\/td>\n | Watershed Functions as the Basis for Selecting Low Impact Strategies Case Study: The Tryon Creek Headwaters Development <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Low Impact Development 2010<\/b><\/p>\n |