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Select a subcatchment on the left to view model input report
RP2a
: RockyPoint_1_2
: 892
: 5%
: Shepherds
| Catchment Output | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|---|
| Volume (ac-ft/yr) | 1.1 | 1.1 | 1.1 | 0 | 0% |
| FSP (lbs/yr) | 1,088 | 748 | 748 | 0 | 0% |
| TP (lbs/yr) | 3 | 3 | 3 | 0 | 0% |
| TN (lbs/yr) | 10 | 9 | 9 | 0 | 0% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| Erosion Potential 2 | 2.5 | 2.5 | 2.5 | ||
| Erosion Potential 3 | 0.6 | 0.6 | 0.6 | ||
| Roads | 1.2 | 1.2 | 1.2 | ||
| Single Family Residential | 3.4 | 3.4 | 3.4 | ||
| Unpaved Road | 0.2 | 0.2 | 0.2 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Erosion Potential 2 | 0% | 0% | 0% | ||
| Erosion Potential 3 | 0% | 0% | 0% | ||
| Roads | 72.77% | 72.77% | 72.77% | 80% | |
| Single Family Residential | 24.2% | 24.2% | 24.2% | 40% | |
| Unpaved Road | 0% | 0% | 0% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| Erodible | 100% | 100% | 100% | ||
| Protected | 0% | 0% | 0% | ||
| Stable | 0% | 0% | 0% | ||
| Stable & Protected | 0% | 0% | 0% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 3.0 | 100% | 100% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| DCIA | 90 | 90 | 90 | 10 - 80% | |
| ICIA | 10 | 10 | 10 | ||
| Infiltration Facilities | 0 | 0 | 0 | ||
| Pervious Channels | 0 | 0 | 0 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.41 | 0.4 | 0.4 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | 1 | ||
| Length (ft) | 0 | 0 | 0 | ||
| Storage Depth (in) | 0 | 0 | 0 | ||
| Width (ft) | 0 | 0 | 0 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| SFR | 7% | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 30% | 30% | 30% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 0.96 | 0.96 | 0.96 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 1 | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| SFR | 0.5 | 0.5 | 0.5 | 0.5 |
RP2b
: RockyPoint_1_2
: 892
: 5%
: RockyPoint
| Catchment Output | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|---|
| Volume (ac-ft/yr) | 3 | 3 | 3.4 | -0.4 | -13% |
| FSP (lbs/yr) | 2,267 | 1,415 | 1,452 | -37 | -3% |
| TP (lbs/yr) | 8 | 6 | 6 | 0 | 0% |
| TN (lbs/yr) | 26 | 23 | 25 | -2 | -9% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| Erosion Potential 2 | 6.6 | 6.6 | 6.6 | ||
| Erosion Potential 3 | 1.1 | 1.1 | 1.1 | ||
| Multi Family Residential | 4.1 | 4.1 | 4.1 | ||
| Roads | 3 | 3 | 3 | ||
| Single Family Residential | 6.2 | 6.2 | 6.2 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Erosion Potential 2 | 0% | 0% | 0% | ||
| Erosion Potential 3 | 0% | 0% | 0% | ||
| Multi Family Residential | 12.27% | 12.27% | 12.27% | 50% | |
| Roads | 69.97% | 69.97% | 69.97% | 80% | |
| Single Family Residential | 35.16% | 35.16% | 35.16% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| Erodible | 46.05% | 46.05% | 46.05% | ||
| Protected | 0% | 0% | 0% | ||
| Stable | 53.95% | 53.95% | 53.95% | ||
| Stable & Protected | 0% | 0% | 0% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 3.0 | 100% | 100% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| DCIA | 90 | 90 | 90 | 10 - 80% | |
| ICIA | 10 | 10 | 10 | ||
| Infiltration Facilities | 0 | 0 | 0 | ||
| Pervious Channels | 0 | 0 | 0 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.41 | 0.4 | 0.4 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | 1 | ||
| Length (ft) | 0 | 0 | 0 | ||
| Storage Depth (in) | 0 | 0 | 0 | ||
| Width (ft) | 0 | 0 | 0 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| MFR | 19% | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| MFR | 60% | 60% | 80% | 50% | 30 - 70% |
| SFR | 30% | 30% | 40% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| MFR | 0.82 | 0.82 | 0.82 | 0.05 - 3 | |
| SFR | 0.96 | 0.96 | 0.96 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| MFR | 1 | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| MFR | 0.5 | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 | 0.5 |
RP3
: RockyPoint_1_2
: 892
: 5%
: UpperPark
| Catchment Output | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|---|
| Volume (ac-ft/yr) | 3.2 | 3.2 | 3.2 | 0 | 0% |
| FSP (lbs/yr) | 1,587 | 1,428 | 1,430 | -2 | 0% |
| TP (lbs/yr) | 6 | 6 | 6 | 0 | 0% |
| TN (lbs/yr) | 23 | 23 | 23 | 0 | 0% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| CICU | 2.4 | 2.4 | 2.4 | ||
| Erosion Potential 3 | 0.2 | 0.2 | 0.2 | ||
| Multi Family Residential | 0 | 0 | 0 | ||
| Roads | 1.6 | 1.6 | 1.6 | ||
| Single Family Residential | 1.8 | 1.8 | 1.8 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 78.21% | 78.21% | 78.21% | 60% | |
| Erosion Potential 3 | 0% | 0% | 0% | ||
| Multi Family Residential | 0% | 0% | 0% | 50% | |
| Roads | 74.92% | 74.92% | 74.92% | 80% | |
| Single Family Residential | 10.22% | 10.22% | 10.22% | 40% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| Erodible | 0% | 0% | 0% | ||
| Protected | 0% | 0% | 0% | ||
| Stable | 22.84% | 22.84% | 23.66% | ||
| Stable & Protected | 77.16% | 77.16% | 66.83% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 3.0 | 100% | 100% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| DCIA | 90 | 90 | 90 | 10 - 80% | |
| ICIA | 10 | 10 | 10 | ||
| Infiltration Facilities | 0 | 0 | 0 | ||
| Pervious Channels | 0 | 0 | 0 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.43 | 0.4 | 0.4 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | 1 | ||
| Length (ft) | 0 | 0 | 0 | ||
| Storage Depth (in) | 0 | 0 | 0 | ||
| Width (ft) | 0 | 0 | 0 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| CIC | 5% | 5% | 5% | 5% | |
| MFR | 19% | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 95% | 95% | 95% | 50% | 50 - 90% |
| MFR | 50% | 50% | 50% | 50% | 30 - 70% |
| SFR | 30% | 30% | 30% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.71 | 0.71 | 0.71 | 0.05 - 3 | |
| MFR | 0.85 | 0.85 | 0.85 | 0.05 - 3 | |
| SFR | 0.99 | 0.99 | 0.99 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 1 | 1 | 1 | 1 | |
| MFR | 1 | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.5 | 0.5 | 0.5 | 0.5 | |
| MFR | 0.5 | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 | 0.5 |
S1
: RockyPoint_1_2
: 892
: 5%
: UpperPark
| Catchment Output | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|---|
| Volume (ac-ft/yr) | 51.7 | 51.7 | 52.2 | -0.5 | -1% |
| FSP (lbs/yr) | 27,712 | 24,365 | 24,288 | 77 | 0% |
| TP (lbs/yr) | 104 | 96 | 96 | 0 | 0% |
| TN (lbs/yr) | 375 | 360 | 364 | -4 | -1% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| CICU | 47.8 | 47.8 | 47.8 | ||
| Erosion Potential 1 | 0 | 0 | 0 | ||
| Erosion Potential 2 | 3.7 | 3.7 | 3.7 | ||
| Erosion Potential 3 | 5.5 | 5.5 | 5.5 | ||
| Multi Family Residential | 8.2 | 8.2 | 8.2 | ||
| Roads | 13.7 | 13.7 | 13.7 | ||
| Single Family Residential | 1.9 | 1.9 | 1.9 | ||
| Ski Run | 0.6 | 0.6 | 0.6 | ||
| Unpaved Road | 0.2 | 0.2 | 0.2 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 77.38% | 77.38% | 77.38% | 60% | |
| Erosion Potential 1 | 0% | 0% | 0% | ||
| Erosion Potential 2 | 0% | 0% | 0% | ||
| Erosion Potential 3 | 0% | 0% | 0% | ||
| Multi Family Residential | 58.79% | 58.79% | 58.79% | 50% | |
| Roads | 69.71% | 69.71% | 69.71% | 80% | |
| Single Family Residential | 23.84% | 23.84% | 23.84% | 40% | |
| Ski Run | 0% | 0% | 0% | ||
| Unpaved Road | 0% | 0% | 0% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| Erodible | 16.13% | 16.13% | 10.45% | ||
| Protected | 0% | 0% | 0% | ||
| Stable | 6.8% | 6.8% | 5.22% | ||
| Stable & Protected | 77.08% | 77.08% | 81.37% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 3.0 | 100% | 100% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| DCIA | 85 | 85 | 90 | 10 - 80% | |
| ICIA | 15 | 15 | 10 | ||
| Infiltration Facilities | 0 | 0 | 0 | ||
| Pervious Channels | 0 | 0 | 0 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.4 | 0.4 | 0.4 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | 1 | ||
| Length (ft) | 0 | 0 | 0 | ||
| Storage Depth (in) | 0 | 0 | 0 | ||
| Width (ft) | 0 | 0 | 0 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| CIC | 5% | 5% | 5% | 5% | |
| MFR | 19% | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 95% | 95% | 95% | 50% | 50 - 90% |
| MFR | 80% | 80% | 80% | 50% | 30 - 70% |
| SFR | 15% | 15% | 15% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.62 | 0.62 | 0.62 | 0.05 - 3 | |
| MFR | 0.75 | 0.75 | 0.75 | 0.05 - 3 | |
| SFR | 0.87 | 0.87 | 0.87 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 1 | 1 | 1 | 1 | |
| MFR | 1 | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.5 | 0.5 | 0.5 | 0.5 | |
| MFR | 0.5 | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 | 0.5 |
RP1
: RockyPoint_1_2
: 892
: 5%
: FernBasins
| Catchment Output | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Load Reduction | % Load Reduction |
|---|---|---|---|---|---|
| Volume (ac-ft/yr) | 17.2 | 17.2 | 17.4 | -0.2 | -1% |
| FSP (lbs/yr) | 12,144 | 8,360 | 5,879 | 2,481 | 30% |
| TP (lbs/yr) | 42 | 33 | 29 | 4 | 12% |
| TN (lbs/yr) | 150 | 133 | 128 | 5 | 4% |
Land Uses
| Land Use - Area (acres) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| CICU | 4.1 | 4.1 | 4.1 | ||
| Erosion Potential 1 | 0.7 | 0.7 | 0.7 | ||
| Erosion Potential 2 | 65.5 | 65.5 | 65.5 | ||
| Erosion Potential 3 | 12.3 | 12.3 | 12.3 | ||
| Multi Family Residential | 9.3 | 9.3 | 9.3 | ||
| Roads | 17.5 | 17.5 | 17.5 | ||
| Single Family Residential | 22.4 | 22.4 | 22.4 | ||
| Unpaved Road | 1.4 | 1.4 | 1.4 | ||
| Land Use - % Imperviousness | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CICU | 51.97% | 51.97% | 51.97% | 60% | |
| Erosion Potential 1 | 0% | 0% | 0% | ||
| Erosion Potential 2 | 0% | 0% | 0% | ||
| Erosion Potential 3 | 0% | 0% | 0% | ||
| Multi Family Residential | 48.26% | 48.26% | 48.26% | 50% | |
| Roads | 61.74% | 61.74% | 61.74% | 80% | |
| Single Family Residential | 19.91% | 19.91% | 19.91% | 40% | |
| Unpaved Road | 0% | 0% | 0% |
Road Pollutants
| Road Shoulder - % Distribution | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| Erodible | 50.58% | 50.58% | 0% | ||
| Protected | 0% | 0% | 0% | ||
| Stable | 9.81% | 9.81% | 52.19% | ||
| Stable & Protected | 39.61% | 39.61% | 47.81% | ||
| Road Condition Score - % Area | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| 3.0 | 100% | 100% |
Road Drainage
| Pathway Drainage - % Road Area | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| DCIA | 90 | 90 | 100 | 10 - 80% | |
| ICIA | 10 | 10 | 0 | ||
| Infiltration Facilities | 0 | 0 | 0 | ||
| Pervious Channels | 0 | 0 | 0 | ||
| Infiltration Rate (in/hr) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Infiltration Facilities | 0.5 | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Pervious Channels | 0.5 | 0.5 | 0.5 | 0.5 | 0.05 - 1 |
| Shoulders | 0.3 | 0.3 | 0.4 | ||
| Infiltration Facilities Characteristic | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Storage (cu. ft.) | 0 | 0 | 0 | ||
| Surface Area (sq. ft.) | 0 | 0 | 0 | ||
| Pervious Channels Characteristic | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| Average Slope (%) | 1 | 1 | 1 | ||
| Length (ft) | 0 | 0 | 0 | ||
| Storage Depth (in) | 0 | 0 | 0 | ||
| Width (ft) | 0 | 0 | 0 |
Parcel Drainage
| Land Use - % BMP & Source Control | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
|---|---|---|---|---|---|
| CIC | 5% | 5% | 5% | 5% | |
| MFR | 19% | 19% | 19% | 19% | |
| SFR | 7% | 7% | 7% | 7% | |
| Land Use - % DCIA | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 95% | 95% | 50% | 50% | 50 - 90% |
| MFR | 75% | 75% | 50% | 50% | 30 - 70% |
| SFR | 25% | 25% | 50% | 50% | 10 - 50% |
| Land Use - Ksat | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.58 | 0.58 | 0.58 | 0.05 - 3 | |
| MFR | 0.69 | 0.69 | 0.69 | 0.05 - 3 | |
| SFR | 0.81 | 0.81 | 0.81 | 0.05 - 3 | |
| Land Use - BMP Storage (in) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 1 | 1 | 1 | 1 | |
| MFR | 1 | 1 | 1 | 1 | |
| SFR | 1 | 1 | 1 | 1 | |
| Land Use - BMP Infiltration Rate (in/hr) | Baseline Scenario Value | Road Operations Scenario Value | Expected Scenario Value | Default | Recommended Range |
| CIC | 0.5 | 0.5 | 0.5 | 0.5 | |
| MFR | 0.5 | 0.5 | 0.5 | 0.5 | |
| SFR | 0.5 | 0.5 | 0.5 | 0.5 |
Select a Treatment BMP on the left to view model input report
LowerPark2B
: RockyPoint_1_2
: BMP not set as out node for any subcatchments in the expected scenario
: 16
Dry Basin Parameters
| Design Parameters | Road Operations Scenario Value | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 36 | 36 | 60 | 48 | 72 |
| Footprint (sq ft) | 24,873 | 24,873 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.4 | 0.4 | 0.2 | 0.05 | 0.5 |
| Water Quality Volume (cu ft) | 37,309 | 37,309 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Road Operations 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 |
FernBasins
: RockyPoint_1_2
: RP1
: 23
Dry Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 20.9 | 60 | 48 | 72 |
| Footprint (sq ft) | 8,147 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.4 | 0.2 | 0.05 | 0.5 |
| Water Quality Volume (cu ft) | 19,567 | 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 |
RockyPoint
: RockyPoint_1_2
: RP2b
: 6
Dry Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 22 | 60 | 48 | 72 |
| Footprint (sq ft) | 3,000 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.4 | 0.2 | 0.05 | 0.5 |
| Water Quality Volume (cu ft) | 7,920 | 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 |
LowerPark2A
: RockyPoint_1_2
: BMP not set as out node for any subcatchments in the expected scenario
: 1
Infiltration Basin Parameters
| Design Parameters | Road Operations Scenario Value | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|---|
| Footprint (sq ft) | 4,488 | 4,488 | 1,000 | ||
| Infiltration Rate (in/hr) | 0.4 | 0.4 | 0.4 | 0.05 | 1.5 |
| Water Quality Volume (cu ft) | 3,157 | 3,157 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Road Operations Scenario Value | Expected Scenario Value | Default | Lower Value | Mid Value | Upper Value |
|---|---|---|---|---|---|---|
CECs not applicable |
||||||
UpperPark
: RockyPoint_1_2
: RP3, S1
: 0
Wet Basin Parameters
| Design Parameters | Road Operations Scenario Value | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 39.4 | 39.4 | 48 | 48 | 72 |
| Minimum HRT of Wet Pool (hrs) | 24 | 24 | 24 | 24 | 96 |
| Surcharge Basin Volume (cu ft) | 28,392 | 28,392 | 2,500 | ||
| Wet Pool Footprint (cu ft) | 28,392 | 28,392 | 1,000 | ||
| Wet Pool Volume (cu ft) | 28,392 | 28,392 | 2,500 |
Characteristic Effluent Concentrations
| Pollutant (mg/L) | Road Operations 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 |
Shepherds
: RockyPoint_1_2
: RP2a
: 4
Wet Basin Parameters
| Design Parameters | Expected Scenario Value | Default | Lower Value | Upper Value |
|---|---|---|---|---|
| Brim Full Draw Down Time (hrs) | 30.3 | 48 | 48 | 72 |
| Minimum HRT of Wet Pool (hrs) | 24 | 24 | 24 | 96 |
| Surcharge Basin Volume (cu ft) | 13,083 | 2,500 | ||
| Wet Pool Footprint (cu ft) | 3,675 | 1,000 | ||
| Wet Pool Volume (cu ft) | 3,675 | 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 |