North Country Stormwater Conference - Porous Pavement Section
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1 North Country Stormwater Conference - Porous Pavement Section Sponsored by Champlain Watershed Improvement Coalition of NY (CWICNY) October 14, 2010
2 Presentor Daniel R. Hershberg, P.E. & L.S. Managing Partner Hershberg & Hershberg
3 Porous Pavement is a method of Storm Water Management as well as providing stormwater treatment Why is Storm Water Management Necessary? Flood Control Local Street Flooding Home Flooding Combined Sewer Outflows Regional Rivers or Major Streams Cities and Towns
4 NYSDEC (EPA) and Local Requirements New York State Department of Environmental Conservation GP# Improve water quantity controls Improve water quality Sedimentation & Erosion Control Green Method
5 Porous Asphalt Applications Parking Lots Roads - on a limited basis Recreational Facilities -playgrounds, tennis courts, paths, etc.
6 Site Conditions Soil permeability/infiltration rate Hydrologic Class A Soil is Ideal Where infiltration rates in Gravel or Sands exceed 2 /hr, frost depth protection not needed EPA recommends a minimum 0.5 /hour 0.1 /hour may be OK with adequate reservoir space and depth must exceed frost depth Depth to bedrock > 2 Depth to ground water > 3 Depth to ground water > 4 in primary aquifer areas Fill Systems not recommended in significant fill areas Frost Pavement section should exceed frost depth except in Class A soils with infiltration rate greater than 2 / hour
7 Predicted Infiltration Rate New York State Stormwater Design Manual defines methods. Preliminary determination can be made from test pits or augers. Actual determination requires careful infiltration tests at the proper level. Design should consider degradation in infiltration rate.
8 Recently Revised Stormwater Management Design Manual
9 Soil Investigation Borings and/or test pits Test permeability see NYS SWDM Determine depth to seasonal high groundwater table Determine depth to bedrock
10 Infiltration Rate Testing Test Method from NYSDEC Stormwater Management Design Manual
11 NYS SWDM Requirements
12 NYS SWDM Requirements
13 Infiltration Rate Testing Note: Variable nature of soil. Used 2.4 inches per hour
14 Infiltration Rate Test Hole Locations
15 Sample Boring Results
16 If located over a sole source aquifer, the separation between the bottom of an infiltration system (porous pavement including stone layers) and the groundwater table must be 4 feet.
17 Estimated Median Polutant Removal Efficiency Total Phosphorus Total Nitrogen TSS Infiltration Wetlands Wet Ponds Filtering
18 Porous Asphalt Pavement Job Mix Formula For Former NYSDOT Type 10F Pavement
19 Porous Asphalt Pavement Current Job Mix Formula For Porous Top Course
20 Porous Asphalt Pavement NYSDOT Type 10X Pavement placed 12 years ago Note the different texture of Type 6 at the bottom of the picture with the Porous Top at the top
21 Porous Asphalt Pavement Recently Placed Porous Top CoursePavement Immediately after a rainstorm which dropped 0.7 inches in less than one hour
22 Porous Asphalt Pavement Recently Placed Porous Top Course Pavement Note the surface texture
23 Porous Asphalt Pavement Lia s Toyota Expansion Lot 2116 Central Avenue Photo Courtesy of John Dzailo, Town of Colonie MS4 Coordinator
24 Porous Asphalt Pavement Lia s Toyota Expansion Lot 2116 Central Avenue Photo Courtesy of John Dzailo, Town of Colonie MS4 Coordinator
25 Porous Asphalt Pavement Lia s Toyota Expansion Lot 2116 Central Avenue Photo Courtesy of John Dzailo, Town of Colonie MS4 Coordinator
26 Porous Asphalt Pavement Detail for Porous Asphalt Pavement over Hydrolgic Class A soils with infiltration rate equal or greater than 2 /hr
27 Porous Asphalt Pavement Pipes are optional but can be used to overcome irregularities in soil conditions Detail for Porous Asphalt Pavement over soils where storage and depth beneath frost so required
28 Site Plan Hilton Garden Inn Red Carpet Inn Washington Avenue
29 Note: Recharge Basin Note: Recharge Basin Partial Site Plan Hilton Garden Inn Washington Avenue
30 Recharge Gallery Detail
31 It s Time For
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