Updates on Pervious Pavement Design and Construction. Jason T. Peterein, P.E. June 19, 2012
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1 Updates on Pervious Pavement Design and Construction Jason T. Peterein, P.E. June 19, 2012
2 Program Outline Pervious Pavement Basics Pervious Pavement Construction Maintenance MSD Regulations Update
3 Permeable Pavement-Does it work?
4 Permeable Pavement-Does it work? Permeable Pavement-Does it work?
5 Permeable Pavement-Does it work?
6 Pervious Pavement Basics When it rains, it drains Surface Coarse (concrete, asphalt, blocks) Base material Observation Wells / Cleanouts Underdrain Drainage Characteristics of the underlying soils
7 Pervious Pavement Basics (Porous Asphalt & Permeable Concrete) Permeable Surface Observation Well Base Material 12 min. thickness Underdrain Underlying Soils
8 Pervious Pavement Basics (Permeable Interlocking Concrete Pavement PICP or Pavers ) Same performance concept, but slightly different components
9 Pervious Pavement Basics The Mechanics of BMP Performance Precipitation Permeable Surface Run-on Infiltration Zone Underdrain (Runoff) Underlying Soils (Infiltration)
10 Pervious Pavement Basics The world is not flat slope
11 Pervious Pavement Basics If using permeable pavement in conjunction with bioretention, make sure a good physical barrier such as a short wall or flush curb is in place to separate the two
12
13 Pervious Pavement Basics If designed in conjunction with Bioretention, Permeable Pavement can preserve sheet flows and reduce erosion potential within the Bioretention Cell
14 Conventional Pavement Permeable Pavement Sheet Flow *Slower Velocities, better sheet flow conditions
15 Pervious Pavement Construction PICP Delivered on Site
16 Pervious Pavement Construction PICP Bedding Course
17 Pervious Pavement Construction PICP Project Complete
18 Pervious Pavement Construction Permeable Concrete - Installation
19 Pervious Pavement Construction Permeable Concrete: Finished Product
20 Pervious Pavement Construction Porous Asphalt Up Close
21 Pervious Pavement Construction As-Built Certification Prior to MSD Construction Approval, a P.E. must certify that the permeable pavement construction was: Constructed in accordance with the MSD approved plans Accomplished by qualified personnel Was witnessed periodically by themselves or a representative under their supervision Certification can be completed by the design engineer or a third party engineer (i.e. geotech doing the onsite testing services, other consultant)
22 Maintenance Maintenance Plan should be a living document Inspect frequently during the first year to establish benchmarks for normalcy Keep the drainage area clean Normally sweep/vacuum twice a year Protection - Signage
23 MSD Regulations Update When Water Quality BMPs are required, Permeable Pavement may be utilized as a stand-alone BMP under certain cases New policy adopted on March 16, 2012 Design Criteria posted on the MSD Website
24 MSD Regulations Update Design Parameters Subgrade Saturated Hydraulic Conductivity (in/hr) Infiltration Bed Thickness (in.) Ratio of Drainage Area to Pervious Pavement Area
25 MSD Regulations Update Design Parameters Based on Continuous Simulation Modeling using historical local rainfall data and conservative assumptions Very generalized typical St. Louis site Silty Clay soils over limestone Not applicable to Major River sites (e.g. sites within Levee Districts) Assumes tributary area draining to the pervious pavement is 100% impervious If you apply the table you can satisfy WQv requirements Site specific continuous simulation modeling may be considered
26 MSD Regulations Update Infiltration Bed Thickness Minimum Gravel Bed Thickness Remains 12 Provide adequate thickness to also keep frequent storms from ponding up into the pavement (2yr -24 hr event) The infiltration zone occurs beneath the underdrain, behind a subgrade berm, or a weir in the outfall structure.
27 MSD Regulations Update Saturated Hydraulic Conductivity A Geotechnical Assessment of soils conditions is recommended Assume 0.05 in/hr without site specific soil testing On site soils investigation is required to support assumptions greater than 0.05 in/hr
28 MSD Regulations Update Drainage Area Ratio The ratio of upgradient area to pervious pavement affects the percentage of captured storms and BMP longevity Typical ratios will range between 2:1 and maximum of 4:1 Ratios are controlled by upstream drainage area characteristics
29 MSD Pervious Pavement Information ReviewInformation/ProprietaryBMPs
30 Summary Pervious Pavement Basics Pervious Pavement Construction Maintenance MSD Regulations Update
31 Questions Jason Peterein, P.E
Caltrans non-standard Special Provisions Pervious Concrete. David Akers Feb 28, 2012
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