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Select a subcatchment on the left to view model input report
Pentagon
: RockyPoint3_4
: 891
: 5%
: PentagonBasin
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 3.5 | 4.4 | -0.9 | -26% |
| FSP (lbs/yr) | 1,752 | 1,958 | -206 | -12% |
| TP (lbs/yr) | 7 | 8 | -1 | -14% |
| TN (lbs/yr) | 25 | 32 | -7 | -28% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CICU | 2.6 | 2.6 | ||
| Erosion Potential 3 | 0.5 | 0.5 | ||
| Multi Family Residential | 1.3 | 1.3 | ||
| Roads | 1.7 | 1.7 | ||
| Single Family Residential | 0.9 | 0.9 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 73.94% | 73.94% | 60% | |
| Erosion Potential 3 | 0% | 0% | ||
| Multi Family Residential | 54.51% | 54.51% | 50% | |
| Roads | 74.71% | 74.71% | 80% | |
| Single Family Residential | 41.69% | 41.69% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 80.04% | 0% | ||
| Protected | 0% | 0% | ||
| Stable | 19.33% | 90.27% | ||
| Stable & Protected | 0.63% | 9.73% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 3.0 | 100% | |||
| 3.00 | 100% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 40 | 100 | 10 - 80% | |
| ICIA | 60 | 0 | ||
| 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 | 0.4 | 0.4 | ||
| 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% | |
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 95% | 95% | 50% | 50 - 90% |
| MFR | 60% | 60% | 50% | 30 - 70% |
| SFR | 19% | 19% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.71 | 0.71 | 0.05 - 3 | |
| MFR | 0.85 | 0.85 | 0.05 - 3 | |
| SFR | 0.99 | 0.99 | 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 |
Caltrans
: RockyPoint3_4
: 891
: 5%
: WildwoodBasin
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 3.4 | 3.4 | 0 | 0% |
| FSP (lbs/yr) | 1,539 | 1,543 | -4 | 0% |
| TP (lbs/yr) | 6 | 6 | 0 | 0% |
| TN (lbs/yr) | 24 | 24 | 0 | 0% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CICU | 3.8 | 3.8 | ||
| Multi Family Residential | 0.6 | 0.6 | ||
| Roads | 0.7 | 0.7 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 52.41% | 52.41% | 60% | |
| Multi Family Residential | 79.66% | 79.66% | 50% | |
| Roads | 80.84% | 80.84% | 80% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 3.93% | 0% | ||
| Protected | 0% | 0% | ||
| Stable | 28.62% | 49.04% | ||
| Stable & Protected | 67.46% | 50.96% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 1.70 | 0% | |||
| 3.0 | 100% | |||
| 3.00 | 100% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 100 | 100 | 10 - 80% | |
| ICIA | 0 | 0 | ||
| 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 | 0.4 | 0.4 | ||
| 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% | |
| MFR | 19% | 19% | 19% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 95% | 95% | 50% | 50 - 90% |
| MFR | 60% | 60% | 50% | 30 - 70% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.71 | 0.71 | 0.05 - 3 | |
| MFR | 0.85 | 0.85 | 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 | |
| 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 |
Cellador
: RockyPoint3_4
: 891
: 5%
: CelladorGallery
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 0.7 | 1 | -0.3 | -43% |
| FSP (lbs/yr) | 94 | 236 | -142 | -151% |
| TP (lbs/yr) | 1 | 1 | 0 | 0% |
| TN (lbs/yr) | 4 | 6 | -2 | -50% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erosion Potential 3 | 0.3 | 0.3 | ||
| Erosion Potential 4 | 0.1 | 0.1 | ||
| Multi Family Residential | 0.6 | 0.6 | ||
| Roads | 0.5 | 0.5 | ||
| Single Family Residential | 1.7 | 1.7 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Multi Family Residential | 32.93% | 32.93% | 50% | |
| Roads | 56.38% | 56.38% | 80% | |
| Single Family Residential | 13.74% | 13.74% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 100% | 0% | ||
| Protected | 0% | 0% | ||
| Stable | 0% | 100% | ||
| Stable & Protected | 0% | 0% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 3.0 | 100% | |||
| 3.00 | 100% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 10 | 100 | 10 - 80% | |
| ICIA | 90 | 0 | ||
| 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 | 0.4 | 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 | 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 |
|---|---|---|---|---|
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| MFR | 60% | 60% | 50% | 30 - 70% |
| SFR | 19% | 19% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| MFR | 0.04 | 0.04 | 0.05 - 3 | |
| SFR | 0.04 | 0.04 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| MFR | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| MFR | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 |
RockyP2
: RockyPoint3_4
: 891
: 5%
: ShepherdsBasin
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 0.6 | 0.8 | -0.2 | -33% |
| FSP (lbs/yr) | 193 | 201 | -8 | -4% |
| TP (lbs/yr) | 1 | 1 | 0 | 0% |
| TN (lbs/yr) | 4 | 5 | -1 | -25% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erosion Potential 3 | 0.2 | 0.2 | ||
| Erosion Potential 4 | 0.2 | 0.2 | ||
| Roads | 0.6 | 0.6 | ||
| Single Family Residential | 1.5 | 1.5 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Roads | 53.53% | 53.53% | 80% | |
| Single Family Residential | 21.09% | 21.09% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 74.11% | 19.04% | ||
| Protected | 0% | 0% | ||
| Stable | 25.89% | 62.96% | ||
| Stable & Protected | 0% | 18% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 3.0 | 100% | |||
| 3.00 | 100% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 50 | 85 | 10 - 80% | |
| ICIA | 50 | 15 | ||
| 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 | 0.1 | 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 | 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 |
|---|---|---|---|---|
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 15% | 15% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 0.04 | 0.04 | 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 |
RockyP1
: RockyPoint3_4
: 891
: 5%
: UpperPioneerBasin
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 2.3 | 2.7 | -0.4 | -17% |
| FSP (lbs/yr) | 489 | 745 | -256 | -52% |
| TP (lbs/yr) | 3 | 4 | -1 | -33% |
| TN (lbs/yr) | 13 | 17 | -4 | -31% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CICU | 0.2 | 0.2 | ||
| Erosion Potential 3 | 1.5 | 1.5 | ||
| Erosion Potential 4 | 0.3 | 0.3 | ||
| Multi Family Residential | 1.3 | 1.3 | ||
| Roads | 2 | 2 | ||
| Single Family Residential | 4.8 | 4.8 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 61.68% | 61.68% | 60% | |
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Multi Family Residential | 33.71% | 33.71% | 50% | |
| Roads | 57.75% | 57.75% | 80% | |
| Single Family Residential | 18.54% | 18.54% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 38.85% | 30.83% | ||
| Protected | 0% | 0% | ||
| Stable | 61.15% | 61.5% | ||
| Stable & Protected | 0% | 7.67% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 3.0 | 100% | |||
| 3.00 | 100% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 30 | 63 | 10 - 80% | |
| ICIA | 70 | 37 | ||
| 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 | 0.4 | 0.4 | ||
| 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% | |
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 95% | 95% | 50% | 50 - 90% |
| MFR | 40% | 40% | 50% | 30 - 70% |
| SFR | 15% | 15% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.03 | 0.03 | 0.05 - 3 | |
| MFR | 0.04 | 0.04 | 0.05 - 3 | |
| SFR | 0.04 | 0.04 | 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 |
RockyP3
: RockyPoint3_4
: 891
: 5%
: LowerPioneerBasin
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 5.5 | 6.4 | -0.9 | -16% |
| FSP (lbs/yr) | 2,628 | 2,434 | 194 | 7% |
| TP (lbs/yr) | 11 | 11 | 0 | 0% |
| TN (lbs/yr) | 41 | 47 | -6 | -15% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CICU | 2.2 | 2.2 | ||
| Erosion Potential 3 | 0.8 | 0.8 | ||
| Erosion Potential 4 | 0.1 | 0.1 | ||
| Multi Family Residential | 5.1 | 5.1 | ||
| Roads | 3.4 | 3.4 | ||
| Single Family Residential | 6.7 | 6.7 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 60.92% | 60.92% | 60% | |
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Multi Family Residential | 48.59% | 48.59% | 50% | |
| Roads | 67.51% | 67.51% | 80% | |
| Single Family Residential | 22.21% | 22.21% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 75.19% | 3.34% | ||
| Protected | 0% | 0% | ||
| Stable | 24.81% | 71.94% | ||
| Stable & Protected | 0% | 24.72% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 2.00 | 0% | |||
| 3.0 | 100% | |||
| 3.00 | 100% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 60 | 97 | 10 - 80% | |
| ICIA | 40 | 3 | ||
| 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 | 0.1 | 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 | 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% | |
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 95% | 95% | 50% | 50 - 90% |
| MFR | 60% | 60% | 50% | 30 - 70% |
| SFR | 19% | 19% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.26 | 0.26 | 0.05 - 3 | |
| MFR | 0.31 | 0.31 | 0.05 - 3 | |
| SFR | 0.36 | 0.36 | 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 |
LostSheep
: RockyPoint3_4
: 891
: 5%
: LostSheepBasins
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 0.5 | 1 | -0.5 | -100% |
| FSP (lbs/yr) | 259 | 416 | -157 | -61% |
| TP (lbs/yr) | 1 | 2 | -1 | -100% |
| TN (lbs/yr) | 3 | 8 | -5 | -167% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erosion Potential 2 | 0.3 | 0.3 | ||
| Erosion Potential 3 | 3.8 | 3.8 | ||
| Erosion Potential 4 | 0.1 | 0.1 | ||
| Multi Family Residential | 0.3 | 0.3 | ||
| Roads | 1.4 | 1.4 | ||
| Single Family Residential | 1 | 1 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Erosion Potential 2 | 0% | 0% | ||
| Erosion Potential 3 | 0% | 0% | ||
| Erosion Potential 4 | 0% | 0% | ||
| Multi Family Residential | 7.41% | 7.41% | 50% | |
| Roads | 60.11% | 60.11% | 80% | |
| Single Family Residential | 21.72% | 21.72% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 72.41% | 16.44% | ||
| Protected | 0% | 0% | ||
| Stable | 27.59% | 27.59% | ||
| Stable & Protected | 0% | 55.97% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 3.0 | 100% | |||
| 3.00 | 100% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 20 | 84 | 10 - 80% | |
| ICIA | 80 | 16 | ||
| 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 | 0.1 | 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 | 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 |
|---|---|---|---|---|
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| MFR | 60% | 60% | 50% | 30 - 70% |
| SFR | 19% | 19% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| MFR | 0.16 | 0.16 | 0.05 - 3 | |
| SFR | 0.19 | 0.19 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| MFR | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| MFR | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 |
Keller
: RockyPoint3_4
: 891
: 5%
: Keller_StevenBasin
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 3.4 | 3.6 | -0.2 | -6% |
| FSP (lbs/yr) | 1,573 | 1,341 | 232 | 15% |
| TP (lbs/yr) | 6 | 6 | 0 | 0% |
| TN (lbs/yr) | 27 | 28 | -1 | -4% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erosion Potential 3 | 0.6 | 0.6 | ||
| Multi Family Residential | 2.2 | 2.2 | ||
| Roads | 2.7 | 2.7 | ||
| Single Family Residential | 1.3 | 1.3 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Erosion Potential 3 | 0% | 0% | ||
| Multi Family Residential | 46.9% | 46.9% | 50% | |
| Roads | 67.68% | 67.68% | 80% | |
| Single Family Residential | 23.1% | 23.1% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 50.81% | 13.68% | ||
| Protected | 0% | 0% | ||
| Stable | 49.19% | 64.77% | ||
| Stable & Protected | 0% | 21.55% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 3.0 | 100% | |||
| 3.00 | 100% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 90 | 98 | 10 - 80% | |
| ICIA | 10 | 2 | ||
| 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 | 0.4 | 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 | 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 |
|---|---|---|---|---|
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| MFR | 60% | 60% | 50% | 30 - 70% |
| SFR | 19% | 19% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| MFR | 0.04 | 0.04 | 0.05 - 3 | |
| SFR | 0.04 | 0.04 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| MFR | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| MFR | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 |
Aspenwald
: RockyPoint3_4
: 891
: 5%
: WildwoodBasin
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 8.6 | 8.6 | 0 | 0% |
| FSP (lbs/yr) | 4,458 | 4,356 | 102 | 2% |
| TP (lbs/yr) | 17 | 17 | 0 | 0% |
| TN (lbs/yr) | 61 | 61 | 0 | 0% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CICU | 6.8 | 6.8 | ||
| Erosion Potential 3 | 2.1 | 2.1 | ||
| Multi Family Residential | 2.6 | 2.6 | ||
| Roads | 3.4 | 3.4 | ||
| Single Family Residential | 2.4 | 2.4 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 75.54% | 75.54% | 60% | |
| Erosion Potential 3 | 0% | 0% | ||
| Multi Family Residential | 41.77% | 41.77% | 50% | |
| Roads | 67.59% | 67.59% | 80% | |
| Single Family Residential | 24.21% | 24.21% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 70.25% | 57.17% | ||
| Protected | 0% | 0% | ||
| Stable | 14.3% | 20.53% | ||
| Stable & Protected | 15.45% | 22.3% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 3.0 | 100% | |||
| 3.00 | 100% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 60 | 60 | 10 - 80% | |
| ICIA | 40 | 40 | ||
| 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% | |
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 95% | 95% | 50% | 50 - 90% |
| MFR | 60% | 60% | 50% | 30 - 70% |
| SFR | 19% | 19% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.55 | 0.55 | 0.05 - 3 | |
| MFR | 0.65 | 0.65 | 0.05 - 3 | |
| SFR | 0.76 | 0.76 | 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 |
Wildwood
: RockyPoint3_4
: 891
: 5%
: WildwoodBasin
| Catchment Output | Baseline Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|
| Volume (ac-ft/yr) | 7.3 | 7.5 | -0.2 | -3% |
| FSP (lbs/yr) | 3,846 | 3,872 | -26 | -1% |
| TP (lbs/yr) | 15 | 15 | 0 | 0% |
| TN (lbs/yr) | 57 | 59 | -2 | -4% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| CICU | 0.7 | 0.7 | ||
| Erosion Potential 3 | 4.6 | 4.6 | ||
| Multi Family Residential | 8.1 | 8.1 | ||
| Roads | 8.3 | 8.3 | ||
| Single Family Residential | 9.4 | 9.4 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 54.4% | 54.4% | 60% | |
| Erosion Potential 3 | 0% | 0% | ||
| Multi Family Residential | 41.31% | 41.31% | 50% | |
| Roads | 66.97% | 66.97% | 80% | |
| Single Family Residential | 25.04% | 25.04% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| Erodible | 80.87% | 72.99% | ||
| Protected | 0% | 0% | ||
| Stable | 5.19% | 14.22% | ||
| Stable & Protected | 13.94% | 12.79% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 3.0 | 100% | |||
| 3.00 | 100% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|
| DCIA | 60 | 63 | 10 - 80% | |
| ICIA | 40 | 37 | ||
| 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% | |
| MFR | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 95% | 95% | 50% | 50 - 90% |
| MFR | 60% | 60% | 50% | 30 - 70% |
| SFR | 19% | 19% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.57 | 0.57 | 0.05 - 3 | |
| MFR | 0.68 | 0.68 | 0.05 - 3 | |
| SFR | 0.79 | 0.79 | 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 |
Select a Treatment BMP on the left to view model input report
PentagonBasin
: RockyPoint3_4
: Pentagon
: 8
Dry Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 48 | 60 | 48 | 72 |
| Footprint (sq ft) | 3,337 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.5 | 0.2 | 0.05 | 0.5 |
| Water Quality Volume (cu ft) | 4,666 | 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 |
LowerPioneerBasin
: RockyPoint3_4
: RockyP3
: 8
Dry Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 48 | 60 | 48 | 72 |
| Footprint (sq ft) | 1,336 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.5 | 0.2 | 0.05 | 0.5 |
| Water Quality Volume (cu ft) | 2,975 | 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 |
UpperPioneerBasin
: RockyPoint3_4
: RockyP1
: 3
Dry Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 83.6 | 60 | 48 | 72 |
| Footprint (sq ft) | 1,266 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.5 | 0.2 | 0.05 | 0.5 |
| Water Quality Volume (cu ft) | 2,313 | 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 |
AspenwaldBasin
: RockyPoint3_4
: BMP not set as out node for any subcatchments in the expected scenario
: 0
Dry Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 48 | 60 | 48 | 72 |
| Footprint (sq ft) | 1,571 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.5 | 0.2 | 0.05 | 0.5 |
| Water Quality Volume (cu ft) | 2,426 | 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 |
Keller_StevenBasin
: RockyPoint3_4
: Keller
: 6
Dry Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 48 | 60 | 48 | 72 |
| Footprint (sq ft) | 3,200 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.5 | 0.2 | 0.05 | 0.5 |
| Water Quality Volume (cu ft) | 8,650 | 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 |
LostSheepBasins
: RockyPoint3_4
: LostSheep
: 2
Dry Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 48 | 60 | 48 | 72 |
| Footprint (sq ft) | 10,650 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.5 | 0.2 | 0.05 | 0.5 |
| Water Quality Volume (cu ft) | 12,708 | 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 |
CelladorGallery
: RockyPoint3_4
: Cellador
: 1
Infiltration Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Footprint (sq ft) | 1,293 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.5 | 0.4 | 0.05 | 1.5 |
| Water Quality Volume (cu ft) | 1,610 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|
CECs not applicable |
|||||
ShepherdsBasin
: RockyPoint3_4
: RockyP2
: 1
Infiltration Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Footprint (sq ft) | 1,066 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.5 | 0.4 | 0.05 | 1.5 |
| Water Quality Volume (cu ft) | 1,111 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|
CECs not applicable |
|||||
WildwoodBasin
: RockyPoint3_4
: Caltrans, Aspenwald, Wildwood
: 0
Wet Basin Parameters
| Design Parameters | Baseline Scenario Value | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 96 | 96 | 48 | 48 | 72 |
| Minimum HRT of Wet Pool (hrs) | 24 | 24 | 24 | 24 | 96 |
| Surcharge Basin Volume (cu ft) | 2,500 | 2,500 | 2,500 | ||
| Wet Pool Footprint (cu ft) | 120,000 | 120,000 | 1,000 | ||
| Wet Pool Volume (cu ft) | 120,000 | 120,000 | 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 |
WW3_4
: RockyPoint3_4
: BMP not set as out node for any subcatchments in the expected scenario
: 3
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) | 61,000 | 1,000 | ||
| Wet Pool Volume (cu ft) | 61,000 | 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 |