Registration Details
Treatment/Parcel BMPs
Approved

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%
: KBCCDB01

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

KBCCDB01

: KingsBeachCoreWperviousChannel
: StateParkUPC
: 8

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) 2,433 1,000
Infiltration Rate (in/hr) 0.2 0.2 0.05 0.5
Water Quality Volume (cu ft) 7,299 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
: 1

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

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