Water Quality Management Plans
In-N-Out Burger
Basics
In-N-Out Burger
City of Rancho Santa Margarita
High
Active
New Development
Commercial
South OC 3rd Term - 2002 (2003 Model WQMP)
08/03/2012
Applicable
San Juan Creek
GP 12-02
1.90
Not Provided

Water Balance Components Volume (cu-ft/yr) Percent of Inflow
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Pollutant Load Reduced Percent Reduced
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Water Balance Components Volume (cu-ft/yr) Percent of Inflow
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%
%
%
Pollutant Load Reduced Percent Reduced
kg %
kg %
kg %
billion CFUs %
g %
g %
g %
Water Balance Components Volume (cu-ft/yr) Percent of Inflow
--
%
%
%
Pollutant Load Reduced Percent Reduced
kg %
kg %
kg %
billion CFUs %
g %
g %
g %

This WQMP’s parameters have changed since the last model run; a new model run is pending to re-calculate results. Parameters for related detailed BMPs have changed since the last model run; a new model run is pending to re-calculate results. This BMP's parameters have changed since the last model run; a new model run is pending to re-calculate results.

Results last calculated at

Model results for this WQMP are awaiting calculation.

Model results for this BMP are awaiting calculation.

Some of this WQMPs structural BMPs are not fully parameterized for modeling, or have missing or unverified delineations, so these results may be incomplete or inaccurate.

Locations
1.57 acres
Land Use Statistics
(ac) (ac)
Commercial 2.25 1.47
Industrial 0.03 0.02
Open Space - Low Density Development 0.02 0.01
Total 2.31 1.51

Land Use Statistics are derived from the inventoried structural BMPs and may not exactly match the Calculated Parcel Area shown above.

Associated Parcels
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BMPs

Modeling Approach Learn about WQMP Modeling Options

Detailed
This WQMP is modeled by inventorying the associated structural BMPs and defining their delineations. The performance of each BMP is modeled based on its modeling parameters and the attributes of the delineated tributary area.
Simplified
This WQMP is modeled by entering simplified structural BMP modeling parameters directly on this WQMP page.

Inventoried Structural BMPs

RSM-FDT-INOB-13 Flow Duration Control Tank No No - As Modeled
RSM-PB-INOB-1 Proprietary Biotreatment Yes No - As Modeled Verified 0.81 ac
RSM-PB-INOB-2 Proprietary Biotreatment Yes No - As Modeled Verified 0.12 ac
RSM-PB-INOB-3 Proprietary Biotreatment Yes No - As Modeled Verified 0.23 ac
RSM-PB-INOB-4 Proprietary Biotreatment Yes No - As Modeled Verified 0.52 ac
RSM-PB-INOB-5 Proprietary Biotreatment Yes No - As Modeled Verified 0.28 ac
RSM-PB-INOB-6 Proprietary Biotreatment Yes No - As Modeled Verified 0.32 ac
RSM-TC-INOB-10 Proprietary Treatment Control Yes No - As Modeled Verified 0.52 ac
RSM-TC-INOB-11 Proprietary Treatment Control Yes No - As Modeled Verified 0.28 ac
RSM-TC-INOB-12 Proprietary Treatment Control Yes No - As Modeled Verified 0.32 ac
RSM-TC-INOB-7 Proprietary Treatment Control Yes No - As Modeled Verified 0.81 ac
RSM-TC-INOB-8 Proprietary Treatment Control Yes No - As Modeled Verified 0.12 ac
RSM-TC-INOB-9 Proprietary Treatment Control Yes No - As Modeled Verified 0.23 ac

Simplified Structural BMPs

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Source Control BMPs

No Source Control BMPs are present or have a note.

WQMP O&M Verification

No Verifications have been provided