Stormwater Management: Making Sure Green Is Green Cahill Associates Environmental Consultants West Chester, PA 19382 Cape May, NJ 08204 Critical Link between Land and Water: Two Sides of the Same Coin What happens on the land…. Conventional Jersey City Reservoir, Morris County …has everything to do with what happens in and to the water. Components of Sustainability Water-Related: • Comprehensive Stormwater Management • Recycled Wastewater • Water Conserving Water Use • Just for Starters The Problem - From Smart Growth… “The only thing new in the world is the history we’ve forgotten….” Harry Truman Sustainability… • Relates to private residential subdivision and retail and office and industrial centers…. • Also relates to public facilities like schools and parks and recreational facilities and roads…. This could be a new park next to you! Stormwater Impacts of Conventional Development (including Parks and Rec!) • Not just Increased Flooding! • Increased Runoff Volume • Decreased Evapotranspiration and Groundwater Recharge • Increased Frequency of Runoff Events • Faster Conveyance of Water • Erosion and Stream Channel Changes • Decreased Baseflow • Impacted Aquatic Life • Pollutants and Temperature Impacts …not to mention other impacts of conventional development practices… Habitat Loss/Biodiversity Wetlands/Floodplains/Other Areas Soils/Special Geologic Features Air Quality/Microclimate Noise Historical/Archaeological Aesthetics/Scenic Quality of Life Public Health Balancing the Water Cycle Annual Hydrologic Cycle For an Average Year Altered Hydrologic Cycle Infiltration Surface Runoff Conventional Development Water Cycle Impacts: • Increased Peak Runoff Rate • Increased Runoff Volumes • Decreased Infiltration • Decreased Groundwater Recharge • Decreased Stream Baseflow • Decreased Evapotranspiration • Temperature All of which translate into many more related hydrologic, ecologic, other impacts. Conventional (Detention) Stormwater Management • Controls Peak Rate of Runoff to Predevelopment Conditions • Fails to Control Volume of Runoff • Fails to Control Nonpoint Pollutant/Temperature Loadings We all live downstream…. We haven’t understood the basic hydrology of stream and river systems. Average Annual Rainfall Volume that Occurs by Storm Magnitude for Harrisburg, PA Average Annual Rainfall Volume that Occurs by Storm Magnitude for Harrisburg, PA PA State Climatological Office, 1926 - 2003) (PA( State Climatological Office, 1926 – 2003) 65% 0.1” - 1” 4" + 3" - 4" 2" - 3" 1" - 2" 0.1" - 1" 1% 1% 6% 27% Stormwater management has focused only on the largest storms…we haven’t paid attention to annual water balance and the reality of smaller storms. WAT ER T SOIL ABLE (DEV ELOP ED C OND ITIO NS) WELL STREAM BEDROCK AQUIFER Cahill Associates Environmental Consultants Green Valleys Association Manage Stormwater as a Precious Resource… not a Disposal Problem for Stream Baseflow/Low Flow for Wells and Springs for Wetlands Nonpoint Source Pollution • • • • • • • Transported by and dissolved in runoff Petroleum Hydrocarbons Metals Nutrients (Phosphorus and Nitrate) Organic matter Sediment Synthetic Organics (pesticides,herbicides) Impacts on: Stream Morphology Aquatic Habitat Bank Erosion and Undercutting Streambed Scouring Dry Channels… Eroded Streambanks… Land Development Impacts on Stream Morphology: • Channel widening, downcutting, scouring • Stream bank erosion • Imbedded substrate with benthic impacts • Loss of pools, riffles Land Development Impacts on Stream Ecology: • Reduced diversity of aquatic insects • Reduced diversity of fish • Decline of amphibians • Degraded wetlands, riparian zones Land Development Impacts on Vegetation Trees: the Perfect BMP Land Development Impacts on Soil: A Living Foundation Soil Horizons • Layer of Soil Parallel to Surface • Properties a function of climate, landscape setting, parent material, biological activity, and other soil forming processes. • Horizons (A, E, B, C, R, etc) Image Source: University of Texas, 2002 Dramatic increases in soil compaction… Common Bulk Density Measurements or How compacted is this soil? Undisturbed Lands: Forests & Woodlands Residential Neighborhoods 1.03g/cc 1.69 to 1.97g/cc Golf Courses, Parks, Athletic Fields CONCRETE 1.69 to 1.97g/cc 2.2g/cc David B. Friedman, District Director -- Ocean County Soil Conservation District Bulk Density is defined as the weight of a unit volume of soil including its pore space (g/cc or grams/cubic centimeter). Water and air are important components of soil and we must frame our soil concepts so that factors affecting water and air dynamics are included. Thus, we are primarily interested in bulk density and pore space as they affect water and aeration status, and root penetration and development. Effects of Soil Disturbance Measurements of Sampled Soil within 20 inches of surface SITE Bulk Density (g/cm³) Permeability (in/hr) Woods 1.42 15 Pasture 1.47 9.9 Single House 1.67 7.1 Subdivision Lawn 1 1.79 0.14 Garage Lawn 1.82 0.04 Cleared Woods 1.83 0.13 Subdivision Lawn 2 2.03 0.03 Althletic Field 1.95 0.01 CONCRETE 2.2 - 2.4 0 Adapted from Impact of Soil Disturbance During Construction on Bulk Density and Infiltration in Ocean County, New Jersey (2001) - www.ocscd.org/soil.pdf Getting Stormwater Right: Structural BMPs Mitigative Non-Structural BMPs Preventive Site Planning & Design Procedures WATERSHED ANALYSIS SITE ANALYSIS NON-STRUCTURAL BMPs STRUCTURAL BMPs Soil Infiltrationbased BMPs Lot Configuration & Clustering APPLICANT SUBMISSION Minimum Disturbance, Minimum Maintenance Background Factors: Environmental Constraints Site Factors Inventory Sensitive Areas Background Factors: Environmental Opportunities PRESUBMISSION MEETING Site Analysis: Constraints vs. Opportunities WATERSHED ANALYSIS SITE ANALYSIS BUILDING PROGRAM ISSUES Zoning Guidance Township Comprehensive Plan Volume Reduction BMPs Impervious Coverage Runoff Quality BMPs Disconnect, Distribute, Decentralize Restoration BMPs Source Control Design Phase 1 PREVENTIVE BMPs Design Phase 2 MITIGATIVE BMPs STORMWATER CALCULATIONS SLDO Guidance STORMWATER MANAGEMENT PLAN Structural Best Management Practices Runoff Volume/Infiltration-Oriented Vegetative and Soil-Based 1. Rain/recharge gardens/Bioretention 2. Vegetated filter strips 3. Vegetated Swales (Bio-infiltration, Dry, Wet) 4. Porous pavement with infiltration beds 5. Infiltration basins 6. Subsurface infiltration beds 7. Infiltration trenches 8. French drains/dry wells 9. Outlet control (level spreaders, etc.) 10. Retentive grading techniques, berms Runoff Volume/Non-Infiltration-Oriented 11. Vegetated roofs 12. Cisterns/Rain Barrels/Capture Reuse Runoff Quality/Non-Infiltration 13. Constructed wetlands 14. Wet ponds/retention basins 15. Filters 16. Water quality inserts 17. Detention/Extended Detention 18. Special Storage: Parking Lot, Rooftop, etc. Restoration BMPs 19. Riparian Corridor Restoration 20. Revegetation/Reforestation 21. Soils Amendment One size no longer fits all… Structural BMPs Runoff Volume/Infiltration-Oriented Vegetative and Soil-Based • • • • • • • • • • Porous Pavement Infiltration Basin Infiltration Bed Infiltration Trench Rain Garden/Bioretention Dry Well / Seepage Pit Constructed Filter Vegetated Swale Vegetated Filter Strip Berm Pollutant Removal Effectiveness POLLUTANT INFILTRATION PRACTICES Stormwater Wetlands Stormwater Ponds Wet Filtering Practices Water Quality Swales Stormwater Dry Ponds Total Phosphorus 70 49 51 59 34 19 Soluble Phosphorus 85 35 66 3 38 -6 Total Nitrogen 51 30 33 38 84 25 Nitrate 82 67 43 -14 31 4 Copper N/A 40 57 49 51 26 Zinc 99 44 66 88 71 26 TSS 95 76 80 86 81 47 Water quality benefits of porous pavement with infiltration from “National Pollutant Removal Performance Database for Stormwater Treatment Practices” Center for Watershed Protection, June 2000 \ Porous Pavement Porous Paving w/ Infiltration Rams Head Plaza at University of North Carolina DuPont Barley Mills Office Complex Cahill Associates Environmental Consultants West Chester, PA 19382 Cape May, NJ 08204 Cahill Associates Environmental Consultants West Chester, PA 19382 Cape May, NJ 08204 • • • • • Precipitation is carried from roof by roof drains to storage beds. Stormwater runoff from impervious and lawn areas is carried to storage beds. Precipitation that falls on porous paving enters storage beds directly Stone beds with 40% void space store water. Continuously perforated pipes distribute stormwater from impervious surfaces evenly throughout the beds. Stormwater exfiltrates from storage beds into soil, recharging groundwater. Costs of Porous Pavement • Generally costs the same or less for the site • Actual asphalt slightly more expensive (special gradation and higher grade binder) • Reduces Piping Infrastructure and Basins • Penn State Berks Campus – 320 spaces 1999 - $3500 / space budgeted for standard pavement - $2700 actual cost for porous Swarthmore College Permeable Patios, Terraces, Courtyards Infiltration Basins Infiltration Basin – Commerce Plaza 1983 Vegetated Infiltration Beds Distributing Water in SubSurface Bed Penn New School 43rd and Locust Streets • PaDEP Growing Greener & Philadelphia Water Department • Porous Pavement Play Yard • Infiltration Bed Beneath Athletic Field • Rain Gardens and Native Vegetation • Environmental Education Previous impervious parking lot at site Completed Porous Pavement Playfield Infiltration Trenches Rain Gardens / Bioretention Rainwater can support the landscape and soils, reducing pipes and basins. Dry Well / Seepage Pit Vegetated Swales (simple & inexpensive) Vegetated Swale (Enhanced) Vegetated Filter Strip Infiltration Berms Structural Best Management Practices Runoff Volume/Infiltration-Oriented Vegetative and Soil-Based 1. Rain/recharge gardens/Bioretention 2. Vegetated filter strips 3. Vegetated Swales (Bio-infiltration, Dry, Wet) 4. Porous pavement with infiltration beds 5. Infiltration basins 6. Subsurface infiltration beds 7. Infiltration trenches 8. French drains/dry wells 9. Outlet control (level spreaders, etc.) 10. Retentive grading techniques, berms Runoff Volume/Non-Infiltration-Oriented 11. Vegetated roofs 12. Cisterns/Rain Barrels/Capture Reuse Runoff Quality/Non-Infiltration 13. Constructed wetlands 14. Wet ponds/retention basins 15. Filters 16. Water quality inserts 17. Detention/Extended Detention 18. Special Storage: Parking Lot, Rooftop, etc. Restoration BMPs 19. Riparian Corridor Restoration 20. Revegetation/Reforestation 21. Soil Amendment Vegetated Roof Vegetated Rooftops • Reduce the Volume of Stormwater Runoff (typically 50% or more annually) • Reduce the Rate of Stormwater Runoff • Increase the Lifespan of a Conventional Roof Surface by 2 to 3 times • Reduce heating and cooling costs • Enhance property values and Aesthetics Fencing Academy of Philadelphia RoofmeadowTM After Before Stuttgart’s “Green Space” Capture / Reuse • Volume Control • Reduced potable water consumption • Cost savings UNC-Chapel Hill • $1.5 billion construction program, largest in 211year history of UNC-CH • Funded in part by biggest higher education bond in U.S. • Guided by awardwinning 2001 Campus Master Plan • Included an Environmental component which set rigorous goals UNC-Chapel Hill Campus Master Plan Ayers Saint Gross, Architects Rams Head Stormwater System •40,000 SF Green roof plaza •Cistern •Vegetated swale w/ check dams Image Source: Andropogon Associates •Reinforced-turf fire lane •Storage/infiltration bed under artificial turf athletic field •Re-created ephemeral stream •Water quality inserts •Manages runoff from project area and additional 17 acres Vegetated Roof Plaza Unique, non-proprietary system design, including: • 56,000-gallon cistern under pathways • Additional 32,000-gallon water storage zone under soil to support trees • Visual stormwater connections and overflows • 12 to 24 inches of soil for native trees and groundcovers • Perforated pipe and Rainstore distribution system Green Roof Plaza with Cisterns • Cistern constructed of recycled plastic “Rainstore” • Overflow to Storage Layer under soil •56,000 gallon cistern filled by 2.7 inches of rainfall (in one or more storms) •On average, it will fill and empty 9 times per irrigation season •Provides 3 weeks irrigation without replenishment Flood test of cistern area Bricks being placed above cistern …And then into an Infiltration Bed beneath an Artificial Turf Athletic Field Returning Springs and Stormwater Flow to Daylight Structural Best Management Practices Runoff Volume/Infiltration-Oriented Vegetative and Soil-Based 1. Rain/recharge gardens/Bioretention 2. Vegetated filter strips 3. Vegetated Swales (Bio-infiltration, Dry, Wet) 4. Porous pavement with infiltration beds 5. Infiltration basins 6. Subsurface infiltration beds 7. Infiltration trenches 8. French drains/dry wells 9. Outlet control (level spreaders, etc.) 10. Retentive grading techniques, berms Runoff Volume/Non-Infiltration-Oriented 11. Vegetated roofs 12. Cisterns/Rain Barrels/Capture Reuse Runoff Quality/Non-Infiltration 13. Constructed wetlands 14. Wet ponds/retention basins 15. Filters 16. Water quality inserts 17. Detention/Extended Detention 18. Special Storage: Parking Lot, Rooftop, etc. Restoration BMPs 19. Riparian Corridor Restoration 20. Revegetation/Reforestation 21. Soil Amendment Constructed Wetlands Wet Pond / Retention Basin Water Quality Inserts/Filters Structural Best Management Practices Runoff Volume/Infiltration-Oriented Vegetative and Soil-Based 1. Rain/recharge gardens/Bioretention 2. Vegetated filter strips 3. Vegetated Swales (Bio-infiltration, Dry, Wet) 4. Porous pavement with infiltration beds 5. Infiltration basins 6. Subsurface infiltration beds 7. Infiltration trenches 8. French drains/dry wells 9. Outlet control (level spreaders, etc.) 10. Retentive grading techniques, berms Runoff Volume/Non-Infiltration-Oriented 11. Vegetated roofs 12. Cisterns/Rain Barrels/Capture Reuse Runoff Quality/Non-Infiltration 13. Constructed wetlands 14. Wet ponds/retention basins 15. Filters 16. Water quality inserts 17. Detention/Extended Detention 18. Special Storage: Parking Lot, Rooftop, etc. Restoration BMPs 19. Riparian Corridor Restoration 20. Revegetation/Reforestation 21. Soil Amendment Riparian Buffer Restoration and Reforestation Landscape Restoration Seeding 1st year Lawn to Sustainable Meadows 2nd year 3rd year Images courtesy of Rolf Sauer and Partners Landscape Restoration (cont.) Soil Amendment / Restoration Non-Structural Strategies aka Low Impact Development aka Conservation Design aka Green Infrastructure Even for Community Parks! Site Planning & Design Procedures WATERSHED ANALYSIS SITE ANALYSIS NON-STRUCTURAL BMPs STRUCTURAL BMPs Soil Infiltrationbased BMPs Lot Configuration & Clustering APPLICANT SUBMISSION Minimum Disturbance, Minimum Maintenance Background Factors: Environmental Constraints Site Factors Inventory Sensitive Areas Background Factors: Environmental Opportunities PRESUBMISSION MEETING Site Analysis: Constraints vs. Opportunities WATERSHED ANALYSIS SITE ANALYSIS BUILDING PROGRAM ISSUES Zoning Guidance Township Comprehensive Plan Volume Reduction BMPs Impervious Coverage Runoff Quality BMPs Disconnect, Distribute, Decentralize Restoration BMPs Source Control Design Phase 1 PREVENTIVE BMPs Design Phase 2 MITIGATIVE BMPs STORMWATER CALCULATIONS SLDO Guidance STORMWATER MANAGEMENT PLAN Non-Structural BMP Categories with Specific NonStructural BMPs 1.0 Protect Sensitive and Special Value Resources BMP 1.1 Protect sensitive/special value features BMP 1.2 Protect/conserve/enhance utilize riparian areas BMP 1.3 Protect/utilize natural flow pathways in overall stormwater planning and design 2.0 Cluster and Concentrate BMP 2.1 Cluster uses at each site; Build on the smallest area possible BMP 2.2 Concentrate uses areawide through Smart Growth practices 3.0 Minimize Disturbance and Minimize Maintenance BMP 3.1 Minimize total disturbed area – grading BMP 3.2 Minimize soil compaction in disturbed areas BMP 3.3 Re-vegetate and re-forest disturbed areas, using native species 4.0 Reduce Impervious Cover BMP 4.1 Reduce street imperviousness BMP 4.2 Reduce parking imperviousness 5.0 Disconnect/Distribute/Decentralize BMP 5.1 Rooftop disconnection BMP 5.2 Disconnection from storm sewers Non-Structural BMP Categories with Specific NonStructural BMP’s 1.0 Protect Sensitive and Special Value Resources BMP 1.1 BMP 1.2 BMP 1.3 Protect sensitive/special value features Protect/conserve/enhance utilize riparian areas Protect/utilize natural flow pathways in overall stormwater planning and design Non-Structural BMP Categories with Specific Non-Structural BMPs 2.0 Cluster and Concentrate BMP 2.1 BMP 2.2 Cluster uses at each site; build on the smallest area possible Concentrate uses areawide through Smart Growth practices Cost Comparison: Chapel Run Conventional Development Conservation Design-Parkway $2,460,200 $ 888,735 Non-Structural BMP Categories with Specific NonStructural BMPs 3.0 Minimize Disturbance and Minimize Maintenance BMP 3.1 BMP 3.2 BMP 3.3 Minimize total disturbed area – grading Minimize soil compaction in disturbed areas Re-vegetate and re-forest disturbed areas, using native species Non-Structural BMP Categories with Specific Non-Structural BMPs 4.0 Reduce Impervious Cover BMP 4.1 BMP 4.2 Reduce street imperviousness Reduce parking imperviousness Table 1: Narrow Residential Street Widths Jurisdiction State of New Jersey Residential Street Pavement Width 20 ft. (no parking) 28 ft. (parking on one side) State of Delaware Maximum Daily Traffic (trips/day) 0-3,500 0-3,500 12 ft. (alley) --- 21 ft. (parking on one side) --- Howard County, Maryland 24 ft. (parking not regulated) 1,000 Charles County, Maryland 24 ft. (parking not regulated) --- Morgantown, West Virginia 22 ft. (parking on one side) --- Boulder, Colorado 20 ft. 20 ft. (no parking) 350-1,000 22 ft. (parking on one side) 350 26 ft. (parking on both sides) 350 26 ft. (parking on one side) Bucks County, Pennsylvania 150 12 ft (alley) 500-1,000 --- 16-18 ft. (no parking) 200 20-22 ft. (no parking) 200-1,000 26 ft. (parking on one side) 200 28 ft. (parking on one side) 200-1,000 (Cohen, 1997; Bucks County Planning Commission, 1980; Center for Watershed Protection, 1998) Non-Structural BMP Categories with Specific Non-Structural BMPs: 5.0 Disconnect/Distribute/Decentralize BMP 5.1 BMP 5.2 Rooftop disconnection Disconnection from storm sewers Top Ten Stormwater Management Principles: -Prevent first, -Mitigate second. -Manage as a resource – not a waste! -Maintain water cycle balance, pre- to post. -Integrate early into site design process. -Protect/utilize natural systems (soil, vegetation). -Manage as close to the source as possible. -Disconnect. Decentralize. Distribute. -Slow it down – don’t speed it up. -Achieve multiple objectives; do as much with as little as possible. System Balance…. “…everything is connected to everything else….” Stormwater Management: Making Sure Green is Green Cahill Associates Environmental Consultants West Chester, PA 19382 Cape May, NJ 08204