Basics
OC-PP-WQ1205-5
WQ1205-5
Not Provided
Not Provided
Unknown
Project is not claiming credit for this BMP because the permeable pavement is at the top of the curb and not treating runoff coming from the street. However, the BMP is selected as included on the WQMP table. Total effective BMP volume not given. BMP includes PP on Midway Pl but not delineated.
Performance / Modeling Attributes
| Attribute | Value |
|---|---|
| 0 cu ft | |
| 5,277 sq ft | |
| 0.3 in/hr | |
| No - As Modeled |
Modeled BMP Performance
| Water Balance Components | Volume (cu-ft/yr) | Percent of Inflow |
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| Pollutant | Load Reduced | Percent Reduced |
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| Water Balance Components | Volume (cu-ft/yr) | Percent of Inflow |
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| Pollutant | Load Reduced | Percent Reduced |
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| Water Balance Components | Volume (cu-ft/yr) | Percent of Inflow |
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| -- | ||
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| Pollutant | Load Reduced | Percent Reduced |
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This WQMP’s parameters have changed since the last model run; a new model run is pending to re-calculate results. Parameters for related detailed BMPs have changed since the last model run; a new model run is pending to re-calculate results. This BMP's parameters have changed since the last model run; a new model run is pending to re-calculate results.
Results last calculated at
Model results for this WQMP are awaiting calculation.
Model results for this BMP are awaiting calculation.
Images
Location
Direction of Flow
Distributed
0.13 ac
Verified
Not Provided
Drainage Area Land Uses
| (ac) | (ac) | |
|---|---|---|
| Commercial | 0.01 | 0.01 |
| Industrial | 0.06 | 0.05 |
| Residential - Single Family Low Density | 0.00 | 0.00 |
| Transportation - Local Road | 0.06 | 0.05 |
| Total | 0.13 | 0.12 |
Field Visits
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Funding Events
No Funding Events identified for this Treatment BMP
Benchmark & Threshold Values
| Observation Type | Benchmark | Threshold |
|---|---|---|
| Pavement Design Life Remaining | 100% | 30% |
| Percent BMP Surface Area Clogged | 0% | 20% |