LT Info | PLRM Summary Report

Registration

Lakeridge GID WQIP

PLRM Summary Report

Registration Details

Registration

Lakeridge GID WQIP

Jurisdiction

Douglas County, NV

Type

Treatment/Parcel BMPs

Status

Approved

PLRM Subcatchments
Treatment BMPs

LR01a
FSP Load Reduction: 601 lbs / yr
LR01b
FSP Load Reduction: 139 lbs / yr

Select a subcatchment on the left to view model input report

LR01a

Model: LR01

Met Grid: 903

Slope: 15%

Flows To: DCDB0005

Catchment Output	Baseline Scenario Value	Expected Scenario Value	Load Reduction	% Load Reduction
Volume (ac-ft/yr)	2.4	2.2	0.2	8%
FSP (lbs/yr)	1,692	1,091	601	36%
TP (lbs/yr)	6	4	2	33%
TN (lbs/yr)	19	16	3	16%

Land Uses

Land Use - Area (acres)	Baseline Scenario Value	Expected Scenario Value	Default	Recommended Range
CICU	0.3	0.3
Erosion Potential 2	4.9	4.9
Erosion Potential 3	1.3	1.3
Roads	5.6	5.6
Single Family Residential	13.6	13.6
Land Use - % Imperviousness	Baseline Scenario Value	Expected Scenario Value	Default	Recommended Range
CICU	60%	60%	60%
Erosion Potential 2	0%	0%
Erosion Potential 3	0%	0%
Roads	50%	50%	80%
Single Family Residential	40%	40%	40%

Road Pollutants

Road Shoulder - % Distribution	Baseline Scenario Value	Expected Scenario Value	Default	Recommended Range
Erodible	75%	5%
Protected	0%	0%
Stable	25%	25%
Stable & Protected	0%	70%
Road Condition Score - % Area	Baseline Scenario Value	Expected Scenario Value	Default	Recommended Range
2.00	20%	20%
2.30	71%	71%
2.60	9%	9%

Road Drainage

Pathway Drainage - % Road Area	Baseline Scenario Value	Expected Scenario Value	Default	Recommended Range
DCIA	50	50		10 - 80%
ICIA	50	50
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%	50%	5%
SFR	7%	38.3%	7%
Land Use - % DCIA	Baseline Scenario Value	Expected Scenario Value	Default	Recommended Range
CIC	50%	50%	50%	50 - 90%
SFR	10%	10%	50%	10 - 50%
Land Use - Ksat	Baseline Scenario Value	Expected Scenario Value	Default	Recommended Range
CIC	0.71	0.71		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
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

LR01b

Model: LR01

Met Grid: 903

Slope: 15%

Flows To: TreatmentVault1

Catchment Output	Baseline Scenario Value	Expected Scenario Value	Load Reduction	% Load Reduction
Volume (ac-ft/yr)	1.6	1.3	0.3	19%
FSP (lbs/yr)	405	266	139	34%
TP (lbs/yr)	3	2	1	33%
TN (lbs/yr)	9	7	2	22%

Land Uses

Land Use - Area (acres)	Baseline Scenario Value	Expected Scenario Value	Default	Recommended Range
Erosion Potential 2	1.1	1.1
Erosion Potential 3	0.2	0.2
Roads	1	1
Single Family Residential	8.3	8.3
Land Use - % Imperviousness	Baseline Scenario Value	Expected Scenario Value	Default	Recommended Range
Erosion Potential 2	0%	0%
Erosion Potential 3	0%	0%
Roads	58.33%	58.33%	80%
Single Family Residential	50%	50%	40%

Road Pollutants

Road Shoulder - % Distribution	Baseline Scenario Value	Expected Scenario Value	Default	Recommended Range
Erodible	75%	5%
Protected	0%	0%
Stable	25%	25%
Stable & Protected	0%	70%
Road Condition Score - % Area	Baseline Scenario Value	Expected Scenario Value	Default	Recommended Range
2.00	5.77%	5.77%
2.30	94.23%	94.23%

Road Drainage

Pathway Drainage - % Road Area	Baseline Scenario Value	Expected Scenario Value	Default	Recommended Range
DCIA	50	50		10 - 80%
ICIA	50	50
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
SFR	7%	38.3%	7%
Land Use - % DCIA	Baseline Scenario Value	Expected Scenario Value	Default	Recommended Range
SFR	25%	25%	50%	10 - 50%
Land Use - Ksat	Baseline Scenario Value	Expected Scenario Value	Default	Recommended Range
SFR	0.99	0.99		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

DCDB0005

Model: LR01

Catchment: LR01a

BMP Credit Potential: 5

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)	3,810	1,000
Infiltration Rate (in/hr)	0.1	0.2	0.05	0.5
Water Quality Volume (cu ft)	5,300	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

DCDB0006

Model: LR01

Catchment: BMP not set as out node for any subcatchments in the expected scenario

BMP Credit Potential: 0

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)	972	1,000
Infiltration Rate (in/hr)	0.1	0.2	0.05	0.5
Water Quality Volume (cu ft)	3,800	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

TreatmentVault1

Model: LR01

Catchment: LR01b

BMP Credit Potential: 0

Treatment Vault Parameters

Design Parameters	Expected Scenario Value	Default	Lower Value	Upper Value
Maximum Treatment Flow (cfs)	2.8	0

Characteristic Effluent Concentrations

Pollutant (mg/L)	Expected Scenario Value	Default	Lower Value	Mid Value	Upper Value
TSS	72
FSP	72
TN	0.09
DIN	0.28
TP	0.18
SRP	1.42