What is included with this book?
Prologue: Habitat, Sustainability, and Stormwater Management | p. xi |
Acknowledgments | p. xiii |
Rainwater as the Resource | p. 1 |
The Water Balance as a Guide for Sustainable Design | p. 1 |
The Water Balance by Region | p. 7 |
Arid Environments: The Southern California Model | p. 11 |
The Energy Demand for Water in Southern California | p. 13 |
The Altered Water Balance and Hydrologic Impacts | p. 16 |
Imperviousness | p. 16 |
Increased Volume of Runoff | p. 20 |
The Impacts of Development on the Hydrologic Cycle | p. 24 |
Reduced Groundwater Recharge | p. 24 |
Reduced Stream Base Flow | p. 25 |
Altered Stream Channel Morphology | p. 26 |
Water Supply Impacts | p. 26 |
The Historic Approach: Detention System Design | p. 27 |
Stormwater Volume Methodologies | p. 30 |
Stormwater Hydrology and Quality | p. 33 |
Overland Flow: The Beginning of Runoff | p. 33 |
Regional Hydrology | p. 35 |
Wetlands | p. 36 |
First-Order Streams | p. 38 |
Stormwater Volume | p. 39 |
The Water Quality Impacts of Land Development | p. 40 |
Increased Pollutants in Urban Runoff | p. 43 |
The Chemistry of Urban Runoff Pollution | p. 44 |
Understanding Pollutant Transport in Stormwater | p. 47 |
Stormwater Quantity and Quality | p. 47 |
Particulates | p. 48 |
Solutes | p. 49 |
Land as the Resource | p. 51 |
Historic Patterns of Land Development | p. 51 |
Sustainable Site Design | p. 58 |
Watershed Setting and Physical Context | p. 58 |
Smart Growth Issues | p. 59 |
Changes Related to Development | p. 59 |
Conflict Between Desired Land Use and Sustainability | p. 61 |
Physical Determinants of Land Development | p. 62 |
Geology | p. 62 |
Physiography | p. 65 |
Topography | p. 66 |
Soil and Subsurface Conditions | p. 67 |
Urban Communities with Combined Sewer Overflows | p. 68 |
End of the Sewer | p. 71 |
Other Urban Infrastructure | p. 73 |
The Living Building and Zero Net Water Use | p. 74 |
The Planning Process for LID | p. 79 |
Sustainable Site Planning Process with Stormwater Management | p. 79 |
Understand the Site | p. 79 |
Apply LID Conservation Design | p. 80 |
Manage Rainfall Where It Originates | p. 81 |
Design with Operation and Maintenance in Mind | p. 83 |
Calculate Runoff Volume Increase and Water Quality Impacts | p. 85 |
Overview of the Site Design Process for LID | p. 86 |
The Legal Basis for LID: Regulatory Standards and LID Design Criteria | p. 95 |
The Land-Water Legal Process | p. 95 |
Common Law | p. 95 |
Federal Water Quality Law | p. 96 |
Federal Land Use Law | p. 97 |
The Evolution of Land Development Regulation | p. 98 |
The Regulatory Framework | p. 100 |
Pennsylvania Land Use Law | p. 101 |
Pennsylvania Water Law | p. 102 |
California Land Use Law | p. 103 |
California Water Law | p. 104 |
Stormwater Management Regulations | p. 105 |
Volume Control | p. 105 |
Volume Control Criteria | p. 106 |
Volume Control Guideline | p. 108 |
Peak-Rate Control Guideline | p. 108 |
Water Quality Protection Guideline | p. 109 |
Stormwater Standards for Special Areas | p. 110 |
Legal Implications of Green Infrastructure | p. 110 |
LID Design Calculations and Methodology | p. 113 |
Introduction to Stormwater Methodologies | p. 113 |
Existing Methodologies for Runoff Volume Calculations | p. 114 |
Runoff Curve Number Method | p. 114 |
Small Storm Hydrology Method | p. 117 |
Infiltration Models for Runoff Calculations | p. 119 |
Urban Runoff Quality Management | p. 119 |
Existing Methodologies for Peak-Rate/Hydrograph Estimates | p. 120 |
The Rational Method | p. 120 |
The NRCS (SCS) Unit Hydrograph Method | p. 120 |
Computer Models | p. 121 |
The HEC Hydrologic Modeling System | p. 121 |
The SCS/NRCS Models: WinTR-20 and WinTR-55 | p. 121 |
The Stormwater Management Model | p. 122 |
The Source Loading and Management Model | p. 122 |
Continuous Modeling | p. 123 |
Precipitation Data for Stormwater Calculations | p. 123 |
Accounting for the Benefits of LID: Linking Volume and Peak Rate | p. 124 |
Recommended LED Stormwater Calculation Methodology | p. 124 |
Methods Involving No Routing | p. 125 |
Methods Involving Routing | p. 126 |
Nonstructural BMP Credits | p. 127 |
Design of LID Systems | p. 131 |
Nonstructural Measures | p. 131 |
Impervious Surface Reduction | p. 131 |
Limitation of Site Disturbance | p. 132 |
Site Design with Less Space | p. 132 |
Structural Measures | p. 133 |
Pervious Pavement with an Infiltration or Storage Bed | p. 134 |
Types of Porous Pavement | p. 134 |
Description and Function | p. 136 |
Pervious Bituminous Asphalt | p. 141 |
Pervious Portland Cement Concrete | p. 141 |
Pervious Paver Blocks | p. 141 |
Reinforced Turf | p. 143 |
Other Porous Surfaces | p. 144 |
Potential Applications | p. 144 |
Pervious Pavement Walkways (Concrete and Asphalt) | p. 144 |
Rooftop and Impervious Area Connections | p. 144 |
Water Quality Mitigation | p. 145 |
Bioremediation | p. 145 |
Rain Garden: Design and Function | p. 146 |
Primary Components of a Rain Garden System | p. 147 |
Vegetated Roof Systems | p. 152 |
Design and Function | p. 154 |
Design Elements of a Vegetated Roof System | p. 155 |
Types of Vegetated Roof Systems | p. 155 |
Dual Media with a Synthetic Retention Layer | p. 158 |
Potential Applications | p. 158 |
Capture-Reuse | p. 158 |
Rain Barrels and Cisterns | p. 161 |
Vertical Storage | p. 164 |
Structural Measures: Construction, Operation, and Maintenance | p. 169 |
Porous Pavement Systems | p. 169 |
Construction | p. 169 |
Storage/Infiltration Bed Dimensions | p. 174 |
Construction Staging | p. 174 |
Operation and Maintenance | p. 176 |
Vacuuming | p. 177 |
Restoration of Porous Pavements | p. 178 |
Cost of Porous Pavement | p. 178 |
Bioremediation Systems | p. 179 |
Rain Gardens | p. 179 |
Construction of a Rain Garden | p. 183 |
Maintenance of Rain Gardens | p. 183 |
Cost of Rain Gardens | p. 184 |
Vegetated Roof Systems | p. 184 |
Construction of a Vegetated Roof | p. 187 |
Maintenance of Vegetated Roofs | p. 188 |
Cost of Vegetated Roofs | p. 188 |
Capture-Reuse Systems | p. 188 |
Construction | p. 188 |
Volume Reduction | p. 191 |
Peak-Rate Mitigation | p. 191 |
Water Quality Mitigation | p. 191 |
The Stormwater Calculation Process | p. 193 |
Case Studies | p. 213 |
The Transition from Research to Practice | p. 213 |
Manuals | p. 215 |
LID Manual for Michigan (2008) | p. 219 |
Models and Watershed Studies | p. 237 |
Design and Construction Projects | p. 251 |
Index | p. 283 |
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