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SR0084717_SSNL
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SR0084717_SSNL
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Last modified
2/17/2022 12:18:44 PM
Creation date
1/13/2022 9:53:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0084717
PE
2602
FACILITY_NAME
285 S AUSTIN RD
STREET_NUMBER
285
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
22802048
ENTERED_DATE
1/12/2022 12:00:00 AM
SITE_LOCATION
285 S AUSTIN RD
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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According to the articles by Hantzsche & Finnemore 1992, “Predicting Ground-Water <br />Nitrate-Nitrogen Impacts” (see Appendix E References) the expression for the resultant <br />average concentration, nr, of nitrate-nitrogen in recharge water is given by: <br />nr = I nw (1 – d) + R nb <br />(I + R) <br />I = volume rate of wastewater entering the soil averaged over the gross developed <br />area, in inches per year <br />nw = total nitrogen concentration of wastewater, in milligrams per liter <br />d = fraction of nitrate-nitrogen loss due to denitrification in the soil <br />R = average recharge rate of rainfall, in inches per year <br />nb = background nitrate-nitrogen concentration of rainfall recharge at the water table, <br />exclusive of waste-water influences, in milligrams per liter <br />I = Q / A multiplied by a conversion factor of 0.01344 acre inch day <br /> year gallon <br />Using the values presented in Table 3 – Assumptions for Nitrate Loading Calculations, <br />the resulting calculation follows: <br />I = 250.0 gpd x 0.01344 acre-inch-day = 4.541 inches per year <br />0.74 acres year-gallon <br />nr = 4.541 35 ( 1 – 0.20 ) + 9.94 ( 1.00) = 9.467 mg per L-N <br /> (4.541 + 9.94) <br />BAEZ GEOTECI-INICAL GROUP <br />PLATE 3
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