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Select a subcatchment on the left to view model input report
GriffCreekUPC
: KingsBeachCoreWperviousChannel
: 564
: 5%
: KB3WB02
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 18.6 | 16.4 | 2.2 | 12% |
| FSP (lbs/yr) | 9,514 | 7,816 | 1,698 | 18% |
| TP (lbs/yr) | 37 | 31 | 6 | 16% |
| TN (lbs/yr) | 137 | 116 | 21 | 15% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CICU | 6.7 | 6.7 | ||
| Erosion Potential 2 | 4.1 | 4.1 | ||
| Erosion Potential 3 | 7.7 | 7.7 | ||
| Erosion Potential 4 | 6.2 | 6.2 | ||
| Multi Family Residential | 3.9 | 3.9 | ||
| Roads | 6.4 | 6.4 | ||
| Single Family Residential | 15 | 15 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 77.52% | 77.52% | 60% | |
| Erosion Potential 2 | 0% | 0% | ||
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Multi Family Residential | 34.3% | 34.3% | 50% | |
| Roads | 65.81% | 65.81% | 80% | |
| Single Family Residential | 22.96% | 22.96% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 34.55% | 34.55% | ||
| Protected | 0% | 0% | ||
| Stable | 21.77% | 21.77% | ||
| Stable & Protected | 43.68% | 43.68% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 1.40 | 0.01% | 0.01% | ||
| 2.00 | 6.26% | 6.26% | ||
| 2.30 | 28.22% | 28.22% | ||
| 2.60 | 65.51% | 65.51% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 74 | 38 | 10 - 80% | |
| ICIA | 26 | 20 | ||
| Infiltration Facilities | 0 | 0 | ||
| Pervious Channels | 0 | 42 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.1 | 0.1 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 1,907 | ||
| Storage Depth (in) | 0 | 1 | ||
| Width (ft) | 0 | 3 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CIC | 5% | 5% | 5% | |
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 90% | 90% | 50% | 50 - 90% |
| MFR | 60% | 60% | 50% | 30 - 70% |
| SFR | 30% | 30% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.25 | 0.25 | 0.05 - 3 | |
| MFR | 0.3 | 0.3 | 0.05 - 3 | |
| SFR | 0.34 | 0.34 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 1 | 1 | 1 | |
| MFR | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.5 | 0.5 | 0.5 | |
| MFR | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 |
BearSteelheadUPC
: KingsBeachCoreWperviousChannel
: 564
: 5%
: KB1DB01
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 12.2 | 10.7 | 1.5 | 12% |
| FSP (lbs/yr) | 7,569 | 6,098 | 1,471 | 19% |
| TP (lbs/yr) | 27 | 22 | 5 | 19% |
| TN (lbs/yr) | 94 | 79 | 15 | 16% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CICU | 6.1 | 6.1 | ||
| Erosion Potential 2 | 0.2 | 0.2 | ||
| Erosion Potential 3 | 2.8 | 2.8 | ||
| Erosion Potential 4 | 5.5 | 5.5 | ||
| Multi Family Residential | 0.6 | 0.6 | ||
| Roads | 3.9 | 3.9 | ||
| Single Family Residential | 5.9 | 5.9 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 63.9% | 63.9% | 60% | |
| Erosion Potential 2 | 0% | 0% | ||
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Multi Family Residential | 41.29% | 41.29% | 50% | |
| Roads | 74.96% | 74.96% | 80% | |
| Single Family Residential | 29.71% | 29.71% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 48.97% | 48.97% | ||
| Protected | 0% | 0% | ||
| Stable | 30.43% | 30.43% | ||
| Stable & Protected | 20.6% | 20.6% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 2.00 | 53.27% | 53.27% | ||
| 2.30 | 17.75% | 17.75% | ||
| 2.60 | 28.98% | 28.98% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 80 | 44 | 10 - 80% | |
| ICIA | 20 | 17 | ||
| Infiltration Facilities | 0 | 0 | ||
| Pervious Channels | 0 | 39 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.2 | 0.2 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 1,174 | ||
| Storage Depth (in) | 0 | 1 | ||
| Width (ft) | 0 | 3 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CIC | 5% | 5% | 5% | |
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 90% | 90% | 50% | 50 - 90% |
| MFR | 60% | 60% | 50% | 30 - 70% |
| SFR | 30% | 30% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.31 | 0.31 | 0.05 - 3 | |
| MFR | 0.37 | 0.37 | 0.05 - 3 | |
| SFR | 0.44 | 0.44 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 1 | 1 | 1 | |
| MFR | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.5 | 0.5 | 0.5 | |
| MFR | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 |
DeerHwy28UPC
: KingsBeachCoreWperviousChannel
: 564
: 5%
: KB3CF01
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 15.5 | 14.6 | 0.9 | 6% |
| FSP (lbs/yr) | 9,258 | 8,336 | 922 | 10% |
| TP (lbs/yr) | 33 | 31 | 2 | 6% |
| TN (lbs/yr) | 117 | 108 | 9 | 8% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CICU | 6.7 | 6.7 | ||
| Erosion Potential 3 | 0.5 | 0.5 | ||
| Erosion Potential 4 | 2.7 | 2.7 | ||
| Multi Family Residential | 2 | 2 | ||
| Roads | 4.2 | 4.2 | ||
| Single Family Residential | 7.7 | 7.7 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 72.21% | 72.21% | 60% | |
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Multi Family Residential | 40.62% | 40.62% | 50% | |
| Roads | 70.88% | 70.88% | 80% | |
| Single Family Residential | 27.03% | 27.03% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 71.34% | 71.34% | ||
| Protected | 0% | 0% | ||
| Stable | 20.34% | 20.34% | ||
| Stable & Protected | 8.32% | 8.32% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 2.00 | 37.5% | 37.5% | ||
| 2.30 | 5.81% | 5.81% | ||
| 2.60 | 56.69% | 56.69% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 82 | 58 | 10 - 80% | |
| ICIA | 18 | 15 | ||
| Infiltration Facilities | 0 | 0 | ||
| Pervious Channels | 0 | 27 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.1 | 0.1 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 523 | ||
| Storage Depth (in) | 0 | 1 | ||
| Width (ft) | 0 | 3 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CIC | 5% | 5% | 5% | |
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 90% | 90% | 50% | 50 - 90% |
| MFR | 60% | 60% | 50% | 30 - 70% |
| SFR | 30% | 30% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.18 | 0.18 | 0.05 - 3 | |
| MFR | 0.22 | 0.22 | 0.05 - 3 | |
| SFR | 0.26 | 0.26 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 1 | 1 | 1 | |
| MFR | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.5 | 0.5 | 0.5 | |
| MFR | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 |
DeerRainbowUPC
: KingsBeachCoreWperviousChannel
: 564
: 5%
: DSPDB01
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 4.9 | 4.5 | 0.4 | 8% |
| FSP (lbs/yr) | 2,708 | 2,351 | 357 | 13% |
| TP (lbs/yr) | 11 | 9 | 2 | 18% |
| TN (lbs/yr) | 38 | 35 | 3 | 8% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CICU | 0.6 | 0.6 | ||
| Erosion Potential 3 | 0.3 | 0.3 | ||
| Erosion Potential 4 | 1.5 | 1.5 | ||
| Multi Family Residential | 3.1 | 3.1 | ||
| Roads | 2.4 | 2.4 | ||
| Single Family Residential | 4.8 | 4.8 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 40.33% | 40.33% | 60% | |
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Multi Family Residential | 33.66% | 33.66% | 50% | |
| Roads | 67.27% | 67.27% | 80% | |
| Single Family Residential | 29.56% | 29.56% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 80.06% | 80.06% | ||
| Protected | 0% | 0% | ||
| Stable | 10.08% | 10.08% | ||
| Stable & Protected | 9.85% | 9.85% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 2.00 | 20.18% | 20.18% | ||
| 2.30 | 2.07% | 2.07% | ||
| 2.60 | 77.75% | 77.75% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 66 | 43 | 10 - 80% | |
| ICIA | 34 | 24 | ||
| Infiltration Facilities | 0 | 0 | ||
| Pervious Channels | 0 | 33 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.1 | 0.1 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 230 | ||
| Storage Depth (in) | 0 | 1 | ||
| Width (ft) | 0 | 3 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CIC | 5% | 5% | 5% | |
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 90% | 90% | 50% | 50 - 90% |
| MFR | 60% | 60% | 50% | 30 - 70% |
| SFR | 30% | 30% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.16 | 0.16 | 0.05 - 3 | |
| MFR | 0.19 | 0.19 | 0.05 - 3 | |
| SFR | 0.23 | 0.23 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 1 | 1 | 1 | |
| MFR | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.5 | 0.5 | 0.5 | |
| MFR | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 |
DeerCutthroatUPC
: KingsBeachCoreWperviousChannel
: 564
: 5%
: DSPIB01
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 1.1 | 1.1 | 0 | 0% |
| FSP (lbs/yr) | 570 | 570 | 0 | 0% |
| TP (lbs/yr) | 2 | 2 | 0 | 0% |
| TN (lbs/yr) | 9 | 9 | 0 | 0% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CICU | 0.1 | 0.1 | ||
| Erosion Potential 3 | 3.8 | 3.8 | ||
| Erosion Potential 4 | 0.4 | 0.4 | ||
| Roads | 0.6 | 0.6 | ||
| Single Family Residential | 1.5 | 1.5 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 100% | 100% | 60% | |
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Roads | 60.01% | 60.01% | 80% | |
| Single Family Residential | 31.3% | 31.3% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 8.76% | 8.76% | ||
| Protected | 0% | 0% | ||
| Stable | 33.59% | 33.59% | ||
| Stable & Protected | 57.65% | 57.65% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 2.00 | 16.25% | 16.25% | ||
| 2.30 | 83.75% | 83.75% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 95 | 95 | 10 - 80% | |
| ICIA | 5 | 5 | ||
| Infiltration Facilities | 0 | 0 | ||
| Pervious Channels | 0 | 0 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.3 | 0.3 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 0 | ||
| Storage Depth (in) | 0 | 0 | ||
| Width (ft) | 0 | 0 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CIC | 5% | 5% | 5% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 90% | 90% | 50% | 50 - 90% |
| SFR | 30% | 30% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.45 | 0.45 | 0.05 - 3 | |
| SFR | 0.64 | 0.64 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 |
DeerSteelheadUPC
: KingsBeachCoreWperviousChannel
: 564
: 5%
: DSPIB02
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 7.1 | 6.1 | 1 | 14% |
| FSP (lbs/yr) | 4,256 | 3,378 | 878 | 21% |
| TP (lbs/yr) | 16 | 13 | 3 | 19% |
| TN (lbs/yr) | 55 | 46 | 9 | 16% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CICU | 1.9 | 1.9 | ||
| Erosion Potential 3 | 4.3 | 4.3 | ||
| Erosion Potential 4 | 3.7 | 3.7 | ||
| Multi Family Residential | 0.4 | 0.4 | ||
| Roads | 3.7 | 3.7 | ||
| Single Family Residential | 7.3 | 7.3 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 74.43% | 74.43% | 60% | |
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Multi Family Residential | 32.26% | 32.26% | 50% | |
| Roads | 64.65% | 64.65% | 80% | |
| Single Family Residential | 27.22% | 27.22% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 43.41% | 43.41% | ||
| Protected | 0% | 0% | ||
| Stable | 19.07% | 19.07% | ||
| Stable & Protected | 37.53% | 37.53% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 2.00 | 35.02% | 35.02% | ||
| 2.30 | 28.64% | 28.64% | ||
| 2.60 | 36.34% | 36.34% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 77 | 43 | 10 - 80% | |
| ICIA | 23 | 17 | ||
| Infiltration Facilities | 0 | 0 | ||
| Pervious Channels | 0 | 40 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.2 | 0.2 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 622 | ||
| Storage Depth (in) | 0 | 1 | ||
| Width (ft) | 0 | 3 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CIC | 5% | 5% | 5% | |
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 90% | 90% | 50% | 50 - 90% |
| MFR | 60% | 60% | 50% | 30 - 70% |
| SFR | 30% | 30% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.26 | 0.26 | 0.05 - 3 | |
| MFR | 0.32 | 0.32 | 0.05 - 3 | |
| SFR | 0.37 | 0.37 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 1 | 1 | 1 | |
| MFR | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.5 | 0.5 | 0.5 | |
| MFR | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 |
BearHwy28UPC
: KingsBeachCoreWperviousChannel
: 564
: 5%
: KB3CF02
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 9.8 | 9.2 | 0.6 | 6% |
| FSP (lbs/yr) | 5,553 | 4,878 | 675 | 12% |
| TP (lbs/yr) | 21 | 19 | 2 | 10% |
| TN (lbs/yr) | 74 | 68 | 6 | 8% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CICU | 3.1 | 3.1 | ||
| Erosion Potential 3 | 0.9 | 0.9 | ||
| Erosion Potential 4 | 1.6 | 1.6 | ||
| Multi Family Residential | 3.2 | 3.2 | ||
| Roads | 3.3 | 3.3 | ||
| Single Family Residential | 6.9 | 6.9 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 74.7% | 74.7% | 60% | |
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Multi Family Residential | 30% | 30% | 50% | |
| Roads | 70.92% | 70.92% | 80% | |
| Single Family Residential | 25.82% | 25.82% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 63.3% | 63.3% | ||
| Protected | 0% | 0% | ||
| Stable | 14.63% | 14.63% | ||
| Stable & Protected | 22.08% | 22.08% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 2.00 | 31.9% | 31.9% | ||
| 2.30 | 23.26% | 23.26% | ||
| 2.60 | 44.85% | 44.85% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 70 | 51 | 10 - 80% | |
| ICIA | 30 | 23 | ||
| Infiltration Facilities | 0 | 0 | ||
| Pervious Channels | 0 | 26 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.1 | 0.1 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 780 | ||
| Storage Depth (in) | 0 | 1 | ||
| Width (ft) | 0 | 3 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CIC | 5% | 5% | 5% | |
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 90% | 90% | 50% | 50 - 90% |
| MFR | 60% | 60% | 50% | 30 - 70% |
| SFR | 30% | 30% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.16 | 0.16 | 0.05 - 3 | |
| MFR | 0.19 | 0.19 | 0.05 - 3 | |
| SFR | 0.22 | 0.22 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 1 | 1 | 1 | |
| MFR | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.5 | 0.5 | 0.5 | |
| MFR | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 |
CoonGoldenUPC
: KingsBeachCoreWperviousChannel
: 564
: 5%
: KB1DB05
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 7.5 | 6.3 | 1.2 | 16% |
| FSP (lbs/yr) | 4,260 | 3,269 | 991 | 23% |
| TP (lbs/yr) | 16 | 13 | 3 | 19% |
| TN (lbs/yr) | 58 | 46 | 12 | 21% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CICU | 2.6 | 2.6 | ||
| Erosion Potential 3 | 2.9 | 2.9 | ||
| Erosion Potential 4 | 7.8 | 7.8 | ||
| Multi Family Residential | 0.2 | 0.2 | ||
| Roads | 3.9 | 3.9 | ||
| Single Family Residential | 7.3 | 7.3 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 67.9% | 67.9% | 60% | |
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Multi Family Residential | 69.11% | 69.11% | 50% | |
| Roads | 61.09% | 61.09% | 80% | |
| Single Family Residential | 25.87% | 25.87% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 28.31% | 28.31% | ||
| Protected | 0% | 0% | ||
| Stable | 23.82% | 23.82% | ||
| Stable & Protected | 47.87% | 47.87% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 2.00 | 31.64% | 31.64% | ||
| 2.30 | 36.37% | 36.37% | ||
| 2.60 | 31.99% | 31.99% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 79 | 39 | 10 - 80% | |
| ICIA | 21 | 8 | ||
| Infiltration Facilities | 0 | 0 | ||
| Pervious Channels | 0 | 53 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.3 | 0.3 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 1,090 | ||
| Storage Depth (in) | 0 | 1 | ||
| Width (ft) | 0 | 3 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CIC | 5% | 5% | 5% | |
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 90% | 90% | 50% | 50 - 90% |
| MFR | 60% | 60% | 50% | 30 - 70% |
| SFR | 30% | 30% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.49 | 0.49 | 0.05 - 3 | |
| MFR | 0.58 | 0.58 | 0.05 - 3 | |
| SFR | 0.68 | 0.68 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 1 | 1 | 1 | |
| MFR | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.5 | 0.5 | 0.5 | |
| MFR | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 |
CoonTroutUPC
: KingsBeachCoreWperviousChannel
: 564
: 5%
: KB1DB02
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 7.2 | 5.9 | 1.3 | 18% |
| FSP (lbs/yr) | 4,229 | 2,860 | 1,369 | 32% |
| TP (lbs/yr) | 16 | 12 | 4 | 25% |
| TN (lbs/yr) | 59 | 45 | 14 | 24% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CICU | 0.3 | 0.3 | ||
| Erosion Potential 3 | 1.1 | 1.1 | ||
| Erosion Potential 4 | 2 | 2 | ||
| Multi Family Residential | 3.9 | 3.9 | ||
| Roads | 3.4 | 3.4 | ||
| Single Family Residential | 7.8 | 7.8 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 54.69% | 54.69% | 60% | |
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Multi Family Residential | 43.89% | 43.89% | 50% | |
| Roads | 69.61% | 69.61% | 80% | |
| Single Family Residential | 24% | 24% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 77.52% | 77.52% | ||
| Protected | 0% | 0% | ||
| Stable | 14.14% | 14.14% | ||
| Stable & Protected | 8.34% | 8.34% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 2.00 | 25.33% | 25.33% | ||
| 2.30 | 8.69% | 8.69% | ||
| 2.60 | 65.97% | 65.97% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 77 | 37 | 10 - 80% | |
| ICIA | 23 | 13 | ||
| Infiltration Facilities | 0 | 0 | ||
| Pervious Channels | 0 | 50 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.1 | 0.1 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 1,134 | ||
| Storage Depth (in) | 0 | 1 | ||
| Width (ft) | 0 | 3 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CIC | 5% | 5% | 5% | |
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 90% | 90% | 50% | 50 - 90% |
| MFR | 60% | 60% | 50% | 30 - 70% |
| SFR | 30% | 30% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.16 | 0.16 | 0.05 - 3 | |
| MFR | 0.19 | 0.19 | 0.05 - 3 | |
| SFR | 0.22 | 0.22 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 1 | 1 | 1 | |
| MFR | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.5 | 0.5 | 0.5 | |
| MFR | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 |
StateParkUPC
: KingsBeachCoreWperviousChannel
: 564
: 5%
: KBCCWB00
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 6.9 | 6.1 | 0.8 | 12% |
| FSP (lbs/yr) | 3,885 | 2,969 | 916 | 24% |
| TP (lbs/yr) | 15 | 12 | 3 | 20% |
| TN (lbs/yr) | 53 | 44 | 9 | 17% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CICU | 2.4 | 2.4 | ||
| Erosion Potential 3 | 0.4 | 0.4 | ||
| Erosion Potential 4 | 1.3 | 1.3 | ||
| Multi Family Residential | 2.2 | 2.2 | ||
| Roads | 1.8 | 1.8 | ||
| Single Family Residential | 3.8 | 3.8 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 62.97% | 62.97% | 60% | |
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Multi Family Residential | 57.33% | 57.33% | 50% | |
| Roads | 70.58% | 70.58% | 80% | |
| Single Family Residential | 29.12% | 29.12% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 80.03% | 80.03% | ||
| Protected | 0% | 0% | ||
| Stable | 0% | 0% | ||
| Stable & Protected | 19.97% | 19.97% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 2.00 | 58.13% | 58.13% | ||
| 2.30 | 17.9% | 17.9% | ||
| 2.60 | 23.97% | 23.97% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 79 | 37 | 10 - 80% | |
| ICIA | 21 | 15 | ||
| Infiltration Facilities | 0 | 0 | ||
| Pervious Channels | 0 | 48 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.1 | 0.1 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 805 | ||
| Storage Depth (in) | 0 | 1 | ||
| Width (ft) | 0 | 3 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CIC | 5% | 5% | 5% | |
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 90% | 90% | 50% | 50 - 90% |
| MFR | 60% | 60% | 50% | 30 - 70% |
| SFR | 30% | 30% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.16 | 0.16 | 0.05 - 3 | |
| MFR | 0.19 | 0.19 | 0.05 - 3 | |
| SFR | 0.22 | 0.22 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 1 | 1 | 1 | |
| MFR | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.5 | 0.5 | 0.5 | |
| MFR | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 |
CoonHwy28UPC
: KingsBeachCoreWperviousChannel
: 564
: 5%
: KBout5
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 8.5 | 8.3 | 0.2 | 2% |
| FSP (lbs/yr) | 5,364 | 5,153 | 211 | 4% |
| TP (lbs/yr) | 19 | 18 | 1 | 5% |
| TN (lbs/yr) | 66 | 64 | 2 | 3% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CICU | 2.8 | 2.8 | ||
| Erosion Potential 3 | 1.5 | 1.5 | ||
| Erosion Potential 4 | 1.3 | 1.3 | ||
| Multi Family Residential | 4.5 | 4.5 | ||
| Roads | 3.3 | 3.3 | ||
| Single Family Residential | 5 | 5 | ||
| Vegetated Turf | 0.6 | 0.6 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 80.69% | 80.69% | 60% | |
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Multi Family Residential | 20.28% | 20.28% | 50% | |
| Roads | 64.25% | 64.25% | 80% | |
| Single Family Residential | 26.03% | 26.03% | 40% | |
| Vegetated Turf | 0% | 0% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 75.11% | 75.11% | ||
| Protected | 0% | 0% | ||
| Stable | 11.98% | 11.98% | ||
| Stable & Protected | 12.91% | 12.91% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 1.40 | 0.01% | 0.01% | ||
| 2.00 | 38.09% | 38.09% | ||
| 2.30 | 50.72% | 50.72% | ||
| 2.60 | 11.17% | 11.17% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 79 | 73 | 10 - 80% | |
| ICIA | 21 | 22 | ||
| Infiltration Facilities | 0 | 0 | ||
| Pervious Channels | 0 | 5 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.3 | 0.3 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 137 | ||
| Storage Depth (in) | 0 | 1 | ||
| Width (ft) | 0 | 3 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CIC | 5% | 5% | 5% | |
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 90% | 90% | 50% | 50 - 90% |
| MFR | 60% | 60% | 50% | 30 - 70% |
| SFR | 30% | 30% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.47 | 0.47 | 0.05 - 3 | |
| MFR | 0.56 | 0.56 | 0.05 - 3 | |
| SFR | 0.65 | 0.65 | 0.05 - 3 | |
| VGT | 0.93 | 0.93 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 1 | 1 | 1 | |
| MFR | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.5 | 0.5 | 0.5 | |
| MFR | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 |
FoxSalmonUPC
: KingsBeachCoreWperviousChannel
: 564
: 5%
: KB1DB03
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 15.9 | 13.5 | 2.4 | 15% |
| FSP (lbs/yr) | 9,628 | 7,020 | 2,608 | 27% |
| TP (lbs/yr) | 36 | 28 | 8 | 22% |
| TN (lbs/yr) | 127 | 103 | 24 | 19% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CICU | 0.6 | 0.6 | ||
| Erosion Potential 3 | 4 | 4 | ||
| Erosion Potential 4 | 19.7 | 19.7 | ||
| Multi Family Residential | 6.6 | 6.6 | ||
| Roads | 11.3 | 11.3 | ||
| Single Family Residential | 28.8 | 28.8 | ||
| Unpaved Road | 0.1 | 0.1 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 42.25% | 42.25% | 60% | |
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Multi Family Residential | 46.57% | 46.57% | 50% | |
| Roads | 61.53% | 61.53% | 80% | |
| Single Family Residential | 27.12% | 27.12% | 40% | |
| Unpaved Road | 0% | 0% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 62.05% | 62.05% | ||
| Protected | 0% | 0% | ||
| Stable | 12.07% | 12.07% | ||
| Stable & Protected | 25.88% | 25.88% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 2.00 | 75.59% | 75.59% | ||
| 2.30 | 22.52% | 22.52% | ||
| 2.60 | 1.9% | 1.9% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 60 | 34 | 10 - 80% | |
| ICIA | 40 | 30 | ||
| Infiltration Facilities | 0 | 0 | ||
| Pervious Channels | 0 | 36 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.2 | 0.2 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 2,109 | ||
| Storage Depth (in) | 0 | 1 | ||
| Width (ft) | 0 | 3 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CIC | 5% | 5% | 5% | |
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 90% | 90% | 50% | 50 - 90% |
| MFR | 60% | 60% | 50% | 30 - 70% |
| SFR | 30% | 30% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.4 | 0.4 | 0.05 - 3 | |
| MFR | 0.48 | 0.48 | 0.05 - 3 | |
| SFR | 0.56 | 0.56 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 1 | 1 | 1 | |
| MFR | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.5 | 0.5 | 0.5 | |
| MFR | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 |
FoxDollyVardenUPC
: KingsBeachCoreWperviousChannel
: 564
: 5%
: UCTIB01
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 0.5 | 0.3 | 0.2 | 40% |
| FSP (lbs/yr) | 278 | 119 | 159 | 57% |
| TP (lbs/yr) | 1 | 1 | 0 | 0% |
| TN (lbs/yr) | 4 | 2 | 2 | 50% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erosion Potential 4 | 0.6 | 0.6 | ||
| Roads | 0.3 | 0.3 | ||
| Single Family Residential | 0.8 | 0.8 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Erosion Potential 4 | 0% | 0% | ||
| Roads | 61.71% | 61.71% | 80% | |
| Single Family Residential | 24.29% | 24.29% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 0% | 0% | ||
| Protected | 0% | 0% | ||
| Stable | 0% | 0% | ||
| Stable & Protected | 100% | 100% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 2.00 | 100% | 100% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 100 | 33 | 10 - 80% | |
| ICIA | 0 | 0 | ||
| Infiltration Facilities | 0 | 0 | ||
| Pervious Channels | 0 | 67 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.1 | 0.1 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 237 | ||
| Storage Depth (in) | 0 | 1 | ||
| Width (ft) | 0 | 3 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 30% | 30% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 0.32 | 0.32 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 0.5 | 0.5 | 0.5 |
ChipmunkCutthroatUPC
: KingsBeachCoreWperviousChannel
: 564
: 5%
: UCTDB01
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 1 | 0.8 | 0.2 | 20% |
| FSP (lbs/yr) | 645 | 490 | 155 | 24% |
| TP (lbs/yr) | 2 | 2 | 0 | 0% |
| TN (lbs/yr) | 9 | 7 | 2 | 22% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erosion Potential 3 | 3.5 | 3.5 | ||
| Erosion Potential 4 | 11.5 | 11.5 | ||
| Roads | 1.5 | 1.5 | ||
| Single Family Residential | 1.5 | 1.5 | ||
| Unpaved Road | 0.8 | 0.8 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Roads | 40.48% | 40.48% | 80% | |
| Single Family Residential | 26.32% | 26.32% | 40% | |
| Unpaved Road | 0% | 0% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 13.47% | 13.47% | ||
| Protected | 0% | 0% | ||
| Stable | 21.88% | 21.88% | ||
| Stable & Protected | 64.65% | 64.65% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 2.00 | 57.87% | 57.87% | ||
| 2.30 | 42.13% | 42.13% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 74 | 49 | 10 - 80% | |
| ICIA | 26 | 23 | ||
| Infiltration Facilities | 0 | 0 | ||
| Pervious Channels | 0 | 28 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.3 | 0.3 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | ||
| Length (ft) | 0 | 132 | ||
| Storage Depth (in) | 0 | 1 | ||
| Width (ft) | 0 | 3 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 30% | 30% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 0.69 | 0.69 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 0.5 | 0.5 | 0.5 |
Select a Treatment BMP on the left to view model input report
KB1DB02
: KingsBeachCoreWperviousChannel
: CoonTroutUPC
: 0
Dry Basin Parameters
| Design Parameters | Baseline Scenario Value | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 60 | 60 | 60 | 48 | 72 |
| Footprint (sq ft) | 15,960 | 15,960 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.05 | 0.2 | 0.2 | 0.05 | 0.5 |
| Water Quality Volume (cu ft) | 39,900 | 39,900 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Baseline Scenario Value | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|---|
| TSS | 25 | 25 | 25 | 5.2 | 18 | 52 |
| FSP | 25 | 25 | 25 | 5.2 | 18 | 52 |
| TN | 1.1 | 1.1 | 1.1 | 0.59 | 1 | 1.6 |
| DIN | 0.12 | 0.12 | 0.12 | 0.064 | 0.11 | 0.17 |
| TP | 0.16 | 0.16 | 0.16 | 0.083 | 0.15 | 0.25 |
| SRP | 0.05 | 0.05 | 0.05 | 0.026 | 0.047 | 0.078 |
KB1DB03
: KingsBeachCoreWperviousChannel
: FoxSalmonUPC
: 0
Dry Basin Parameters
| Design Parameters | Baseline Scenario Value | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 60 | 60 | 60 | 48 | 72 |
| Footprint (sq ft) | 10,720 | 10,720 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.05 | 0.2 | 0.2 | 0.05 | 0.5 |
| Water Quality Volume (cu ft) | 10,720 | 10,720 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Baseline Scenario Value | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|---|
| TSS | 25 | 25 | 25 | 5.2 | 18 | 52 |
| FSP | 25 | 25 | 25 | 5.2 | 18 | 52 |
| TN | 1.1 | 1.1 | 1.1 | 0.59 | 1 | 1.6 |
| DIN | 0.12 | 0.12 | 0.12 | 0.064 | 0.11 | 0.17 |
| TP | 0.16 | 0.16 | 0.16 | 0.083 | 0.15 | 0.25 |
| SRP | 0.05 | 0.05 | 0.05 | 0.026 | 0.047 | 0.078 |
KB1DB01
: KingsBeachCoreWperviousChannel
: BearSteelheadUPC
: 0
Dry Basin Parameters
| Design Parameters | Baseline Scenario Value | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 60 | 60 | 60 | 48 | 72 |
| Footprint (sq ft) | 5,546 | 5,546 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.05 | 0.2 | 0.2 | 0.05 | 0.5 |
| Water Quality Volume (cu ft) | 15,252 | 15,251.5 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Baseline Scenario Value | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|---|
| TSS | 25 | 25 | 25 | 5.2 | 18 | 52 |
| FSP | 25 | 25 | 25 | 5.2 | 18 | 52 |
| TN | 1.1 | 1.1 | 1.1 | 0.59 | 1 | 1.6 |
| DIN | 0.12 | 0.12 | 0.12 | 0.064 | 0.11 | 0.17 |
| TP | 0.16 | 0.16 | 0.16 | 0.083 | 0.15 | 0.25 |
| SRP | 0.05 | 0.05 | 0.05 | 0.026 | 0.047 | 0.078 |
DSPDB01
: KingsBeachCoreWperviousChannel
: DeerRainbowUPC
: 13
Dry Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 60 | 60 | 48 | 72 |
| Footprint (sq ft) | 5,427 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.2 | 0.2 | 0.05 | 0.5 |
| Water Quality Volume (cu ft) | 10,854 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|
| TSS | 25 | 25 | 5.2 | 18 | 52 |
| FSP | 25 | 25 | 5.2 | 18 | 52 |
| TN | 1.1 | 1.1 | 0.59 | 1 | 1.6 |
| DIN | 0.12 | 0.12 | 0.064 | 0.11 | 0.17 |
| TP | 0.16 | 0.16 | 0.083 | 0.15 | 0.25 |
| SRP | 0.05 | 0.05 | 0.026 | 0.047 | 0.078 |
KB1DB05
: KingsBeachCoreWperviousChannel
: CoonGoldenUPC
: 14
Dry Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 60 | 60 | 48 | 72 |
| Footprint (sq ft) | 5,546 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.2 | 0.2 | 0.05 | 0.5 |
| Water Quality Volume (cu ft) | 24,957 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|
| TSS | 25 | 25 | 5.2 | 18 | 52 |
| FSP | 25 | 25 | 5.2 | 18 | 52 |
| TN | 1.1 | 1.1 | 0.59 | 1 | 1.6 |
| DIN | 0.12 | 0.12 | 0.064 | 0.11 | 0.17 |
| TP | 0.16 | 0.16 | 0.083 | 0.15 | 0.25 |
| SRP | 0.05 | 0.05 | 0.026 | 0.047 | 0.078 |
UCTDB01
: KingsBeachCoreWperviousChannel
: ChipmunkCutthroatUPC
: 2
Dry Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 60 | 60 | 48 | 72 |
| Footprint (sq ft) | 1,010 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.2 | 0.2 | 0.05 | 0.5 |
| Water Quality Volume (cu ft) | 4,191.5 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|
| TSS | 25 | 25 | 5.2 | 18 | 52 |
| FSP | 25 | 25 | 5.2 | 18 | 52 |
| TN | 1.1 | 1.1 | 0.59 | 1 | 1.6 |
| DIN | 0.12 | 0.12 | 0.064 | 0.11 | 0.17 |
| TP | 0.16 | 0.16 | 0.083 | 0.15 | 0.25 |
| SRP | 0.05 | 0.05 | 0.026 | 0.047 | 0.078 |
DSPIB02
: KingsBeachCoreWperviousChannel
: DeerSteelheadUPC
: 6
Infiltration Basin Parameters
| Design Parameters | Baseline Scenario Value | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|---|
| Footprint (sq ft) | 1,000 | 1,000 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.05 | 0.4 | 0.4 | 0.05 | 1.5 |
| Water Quality Volume (cu ft) | 4,447 | 4,447 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Baseline Scenario Value | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|---|
CECs not applicable |
||||||
DSPIB01
: KingsBeachCoreWperviousChannel
: DeerCutthroatUPC
: 1
Infiltration Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Footprint (sq ft) | 219 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.4 | 0.4 | 0.05 | 1.5 |
| Water Quality Volume (cu ft) | 284.7 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|
CECs not applicable |
|||||
UCTIB01
: KingsBeachCoreWperviousChannel
: FoxDollyVardenUPC
: 1
Infiltration Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Footprint (sq ft) | 1,023 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.4 | 0.4 | 0.05 | 1.5 |
| Water Quality Volume (cu ft) | 3,519.12 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|
CECs not applicable |
|||||
KB3WB01
: KingsBeachCoreWperviousChannel
: BMP not set as out node for any subcatchments in the expected scenario
: 0
Wet Basin Parameters
| Design Parameters | Baseline Scenario Value | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 72 | 48 | 48 | 48 | 72 |
| Minimum HRT of Wet Pool (hrs) | 72 | 24 | 24 | 24 | 96 |
| Surcharge Basin Volume (cu ft) | 2,500 | 2,500 | 2,500 | ||
| Wet Pool Footprint (cu ft) | 19,442 | 19,442 | 1,000 | ||
| Wet Pool Volume (cu ft) | 19,442 | 19,442 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Baseline Scenario Value | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|---|
| TSS | 10 | 10 | 10 | 3 | 8.1 | 26 |
| FSP | 10 | 10 | 10 | 3 | 8.1 | 26 |
| TN | 0.95 | 0.95 | 0.95 | 1.1 | 1.5 | 2 |
| DIN | 0.1 | 0.1 | 0.1 | 0.12 | 0.16 | 0.21 |
| TP | 0.1 | 0.1 | 0.1 | 0.06 | 0.1 | 0.2 |
| SRP | 0.04 | 0.04 | 0.04 | 0.024 | 0.04 | 0.08 |
KBCCWB01
: KingsBeachCoreWperviousChannel
: BMP not set as out node for any subcatchments in the expected scenario
: 0
Wet Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 48 | 48 | 48 | 72 |
| Minimum HRT of Wet Pool (hrs) | 24 | 24 | 24 | 96 |
| Surcharge Basin Volume (cu ft) | 2,500 | 2,500 | ||
| Wet Pool Footprint (cu ft) | 1,800 | 1,000 | ||
| Wet Pool Volume (cu ft) | 900 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|
| TSS | 10 | 10 | 3 | 8.1 | 26 |
| FSP | 10 | 10 | 3 | 8.1 | 26 |
| TN | 0.95 | 0.95 | 1.1 | 1.5 | 2 |
| DIN | 0.1 | 0.1 | 0.12 | 0.16 | 0.21 |
| TP | 0.1 | 0.1 | 0.06 | 0.1 | 0.2 |
| SRP | 0.04 | 0.04 | 0.024 | 0.04 | 0.08 |
KB3WB02
: KingsBeachCoreWperviousChannel
: GriffCreekUPC
: 31
Wet Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 48 | 48 | 48 | 72 |
| Minimum HRT of Wet Pool (hrs) | 24 | 24 | 24 | 96 |
| Surcharge Basin Volume (cu ft) | 22,761 | 2,500 | ||
| Wet Pool Footprint (cu ft) | 18,443 | 1,000 | ||
| Wet Pool Volume (cu ft) | 17,874 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|
| TSS | 10 | 10 | 3 | 8.1 | 26 |
| FSP | 10 | 10 | 3 | 8.1 | 26 |
| TN | 0.95 | 0.95 | 1.1 | 1.5 | 2 |
| DIN | 0.1 | 0.1 | 0.12 | 0.16 | 0.21 |
| TP | 0.1 | 0.1 | 0.06 | 0.1 | 0.2 |
| SRP | 0.04 | 0.04 | 0.024 | 0.04 | 0.08 |
KBCCWB00
: KingsBeachCoreWperviousChannel
: StateParkUPC
: 10
Wet Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 48 | 48 | 48 | 72 |
| Minimum HRT of Wet Pool (hrs) | 24 | 24 | 24 | 96 |
| Surcharge Basin Volume (cu ft) | 7,299 | 2,500 | ||
| Wet Pool Footprint (cu ft) | 2,433 | 1,000 | ||
| Wet Pool Volume (cu ft) | 7,299 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|
| TSS | 10 | 10 | 3 | 8.1 | 26 |
| FSP | 10 | 10 | 3 | 8.1 | 26 |
| TN | 0.95 | 0.95 | 1.1 | 1.5 | 2 |
| DIN | 0.1 | 0.1 | 0.12 | 0.16 | 0.21 |
| TP | 0.1 | 0.1 | 0.06 | 0.1 | 0.2 |
| SRP | 0.04 | 0.04 | 0.024 | 0.04 | 0.08 |
KB3CF01
: KingsBeachCoreWperviousChannel
: DeerHwy28UPC
: 49
Cartridge Filter Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Maximum Treatment Flow (cfs) | 4.56 | 0 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|
| TSS | 13 | 13 | 18 | 51 | 140 |
| FSP | 13 | 13 | 18 | 51 | 140 |
| TN | 1.5 | 1.5 | 1 | 1.4 | 2.2 |
| DIN | 0.68 | 0.68 | 0.045 | 0.63 | 1 |
| TP | 0.14 | 0.14 | 0.04 | 0.08 | 0.15 |
| SRP | 0.04 | 0.04 | 0.11 | 0.023 | 0.043 |
KB3CF02
: KingsBeachCoreWperviousChannel
: BearHwy28UPC
: 23
Cartridge Filter Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Maximum Treatment Flow (cfs) | 11.11 | 0 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|
| TSS | 13 | 13 | 18 | 51 | 140 |
| FSP | 13 | 13 | 18 | 51 | 140 |
| TN | 1.5 | 1.5 | 1 | 1.4 | 2.2 |
| DIN | 0.68 | 0.68 | 0.045 | 0.63 | 1 |
| TP | 0.14 | 0.14 | 0.04 | 0.08 | 0.15 |
| SRP | 0.04 | 0.04 | 0.11 | 0.023 | 0.043 |