post-construction requirements of the npdes construction ...justin reinhart 614-705-1149...
TRANSCRIPT
![Page 1: Post-Construction Requirements of the NPDES Construction ...Justin Reinhart 614-705-1149 justin.reinhart@epa.ohio.gov Permitting Staff Northwest District Office Lynette Hablitzel 419-373-3009](https://reader036.vdocuments.net/reader036/viewer/2022081402/607b3af160ff0a0d743fc165/html5/thumbnails/1.jpg)
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Post-Construction Requirements of the
NPDES Construction Storm Water General Permit
![Page 2: Post-Construction Requirements of the NPDES Construction ...Justin Reinhart 614-705-1149 justin.reinhart@epa.ohio.gov Permitting Staff Northwest District Office Lynette Hablitzel 419-373-3009](https://reader036.vdocuments.net/reader036/viewer/2022081402/607b3af160ff0a0d743fc165/html5/thumbnails/2.jpg)
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Today’s Webinar
Speaker
Justin Reinhart, PE
Storm Water Technical Assistance
Ohio EPA, Division of Surface Water
614-705-1149
ObjectiveGain a general understanding of the current post-construction requirements.
Agenda1. Background
2. How post-construction requirements are met
3. Questions
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What is the NPDES Construction Storm Water General Permit ?
• National Pollutant Discharge Elimination System
– section 402 of 1972 federal CWA
– Individual and general permits to discharge to surface waters
• General permits include HSTS, hydrostatic test water, pesticide application, storm water
• 5 year general permit term (1992, 2003, 2008, 2013, 2018)
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Why a NPDES General Permit for Storm Water?
Storm water runoff often contains pollutants in quantities that could adversely affect water quality. As such, an NPDES General Permit spells out criteria for discharging stormwater from:
– Industrial facilities
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Why a NPDES General Permit for Storm Water?
Storm water runoff often contains pollutants in quantities that could adversely affect water quality. As such, an NPDES General Permit spells out criteria for discharging stormwater from:
– Industrial facilities
– Small municipal separate
storm sewer systems (MS4)
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Why a NPDES General Permit for Storm Water?
Storm water runoff often contains pollutants in quantities that could adversely affect water quality. As such, an NPDES General Permit spells out criteria for discharging stormwater from:
– Industrial facilities
– Small municipal separate
storm sewer systems (MS4)
– Construction activities
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Who needs coverage under a NPDES Construction Storm Water General Permit ?
Construction activities disturbing one or more acres of land or are part of a large common plan of development that will ultimately disturb one or more acres
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Who needs coverage under a NPDES Construction Storm Water General Permit ?
Construction activities disturbing one or more acres of land or are part of a large common plan of development that will ultimately disturb one or more acres
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Who needs coverage under a NPDES Construction Storm Water General Permit ?
clearing, grading, excavating, grubbing, and/or filling
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What does the NPDES Construction Storm Water General Permit require ?
Storm Water Pollution Prevention Plan (SWP3)
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What does a SWP3 do?
– Non-structural preservation
– Runoff and erosion controls
– Sediment controls
– Surface water protection
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What does a SWP3 do?
– Non-structural preservation
– Runoff and erosion controls
– Sediment controls
– Surface water protection
– Other controls
Credit: Erie SWCD
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What does a SWP3 do ?
– Non-structural preservation
– Runoff and erosion controls
– Sediment controls
– Surface water protection
– Other controls
– Post-construction storm water controls
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Post-Construction Tenet #1
“Total Suspended Solids (TSS) concentrations in urban runoff are fairly high in comparison with treatment plant discharges”NURP (1983)
TSS in urban runoff: – higher in mineral and man-made products
– more likely to have other contaminates adsorbed on them (Phosphorus, Nitrogen, Zinc, Copper, Lead, PAH, bacteria, etc.)
– Measurable/detectable
“Removal of 80% of Total Suspended Solids (TSS) is assumed to control heavy metals, phosphorus and other pollutants.” CZARA(1993)
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Why 80 percent?
MEP BAT
“Analysis has shown that constructed wetlands, wet ponds, and infiltration basins can remove 80% of TSS, provided they designed and maintained properly.” CZARA (1993)
USEPA. 1993. Preliminary Data Summary of Urban Storm Water Best Management Practices
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Post-Construction Tenet #2
“The quality of urban runoff is so much more complex than quantity that it would be misleading to indeed attempt to use a single rainfall event of any type for design or analysis. …requires the use of some effective form of continuous rainfall data.” Wenzel (1982)
• An rainfall event requires– Duration, total depth & distribution
– Statistical return period
• Hydrograph does not necessarily equal the pollutograph
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Average Annual Volume vs. Statistical Design Event
Source: USDA, NEH Part 630, Ch16 Hydrographs.
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Post-Construction Tenet #3
The fraction of rainfall as runoff is directly proportional to the amount of impervious cover
Rv = 0.05 + 0.9(i)
where i = impervious fraction
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Post-Construction Tenet #3
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Post-Construction Tenet #3
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Post-Construction Tenet #4
“quantity and quality are closely related and cannot be separated for effective stormwater management” ASCE/WEF (2012)
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Ohio’s Post-Construction Approach
A. Capture the Water Quality Volume (WQv)
B. Treat the WQv with effective post-construction practice
C. Provide extended detention or infiltration of the WQv
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Water Quality Volume
WQv (ac-ft) = P Rv A 12
Where,
• P = 0.90 inches
• Rv = 0.05 + 0.90(i)
• A = area of construction disturbance / drainage area of practice
• i = Aimpervious Atotal
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Water Quality Volume
Source: Dorsey & Winston (2018)
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Source: This Old House – YouTube Channel
Is this the
right tool for
the job ?
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Extended Detention Basins
Wet Basin
Dry Basin
Constructed Wetland
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Extended Detention Basins
• “pull-the-plug” or static draw down from the WQv elevation (zero inflow or dry hydrograph)
– 24-hour minimum for wet, wetland & underground basins
– 48-hour minimum for dry basins
• Shall not discharge more than the first half of the WQv in less than one-third of the drain time
WQv
WQv elevation
WQv outlet
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Extended Detention Basins
Vs
Vw
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Extended Detention
Volume: 9,000 ft3 1/2 = 4,500 ft3
Time: 48 hours 1/3 = 16 hours
4,500 ft3
≥ 16 hours
9,000 ft3
≥ 48 hours
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Extended Detention
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Extended Detention
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Extended Detention
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Extended Detention
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Extended Detention
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Infiltration Practices
• Suitable soils (Ksat ≥ 0.5 in/hr)
• Infiltrate WQv under 48 hours to limit mosquito breeding & nuisances
Infiltration Basin
Infiltration Trench
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Infiltration
WQv
WQv elevation
• Pretreatment required top protect/prolong infiltration surface• Hydraulic loading:
Minimum infiltration bed area ≥ 0.05 Aimpervious
Permeable pavement ≤ 2 x pavement area
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Filtration Practices w/ Extended Detention
Source: semswa.org
Underground Basin With Pretreatment
Permeable Pavement/Pavers
Sand Media Filter
Possible to incorporate full or partial infiltration as well
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Bioretention
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Bioretention
Source: USDOT-FHWA
the appropriate planting soil mix is a 5:1:2 mix: 60-65% sand12-13% topsoil~25% OM by volume
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Bioretention
Source: Philadelphia Water Dept.
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Practice Design Standards
epa.ohio.gov/dsw/storm/index
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Practice Design Standards
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Are there any exceptions?
• Projects that do not create impervious area
• Flexibility for linear transportation projects
– refers to ODOT Location and Design (L&D) manual
• Reduced WQv requirement for redevelopment sites
– based on the net change in Rv (impervious area)
• Flexibility for sites less than 2 acres
– Possible to justify alternative to standard practice & design
• Runoff Reduction practices receive credit towards WQv
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Runoff Reduction Concept
A typically designed 2 acre site with 1 acre of impervious surface and catch basins draining to a storm water practice
BMP
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Runoff Reduction Concept
The WQv is calculated as:
WQv = Pwq × Rv × Adisturbed ÷ 12
WQv = 0.9 in × 0.50 × 2 ac ÷ 12
WQv = 0.075 ac−ft
BMP
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Runoff Reduction Concept
WQ treatment credit can be taken if impervious surface disconnection and a grass swale are used to convey stormwater to the practice
BMPBMP
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Runoff Reduction Concept
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BMPBMP
Swale credit = 0.008 ac−ft
Disconnection credit = 0.020 ac-ft
WQv = 0.047 ac−ft
Runoff Reduction Concept
WQv = 0.075 ac−ft
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Impervious Surface Disconnection
DownspoutDisconnection
Pavement Disconnection
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Enhanced Impervious Surface Disconnection
Source: USEPA
StormwaterPlanter
Rain Garden
Source: Franklin SWCD
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Grass Swale
Source: VA DEQ Stormwater Design Specification No. 3
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Sheet Flow to:
Source: WV DEP
Grass Filter Strip
Conservation Area
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Summary & Take Home
The post-construction requirements are simple, but often unfamiliar
The permit creates flexibility for designers to minimize the effects of stormwater with careful site planning
Generally much smoother when included early in the design process
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Administrative StaffJustin Reinhart 614-705-1149
Permitting Staff
Northwest District OfficeLynette Hablitzel 419-373-3009Stefen Pargeon 419-373-3021
Central District OfficeGreg Sanders 614-728-3851Marshall Cooper 614-728-3844
Southwest District OfficeMichelle Flanagan 937-285-6440
Northeast District Office Dan Bogoevski 330-963-1145Molly Sunkle 330-963-1215Laura Shriver 330-963-1136
HQ (Columbus)Mike Joseph 614-752-0782
Southeast District OfficeAlex Delvalle 740-380-5227
Technical AssistanceJohn Mathews 614-265-6685Jason Fyffe 614-728-1793