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SU0009811 SSNL
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SU0009811 SSNL
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Last modified
5/7/2020 11:34:15 AM
Creation date
9/4/2019 10:16:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0009811
PE
2631
FACILITY_NAME
PA-1300183
STREET_NUMBER
26550
Direction
S
STREET_NAME
BANTA
STREET_TYPE
RD
City
TRACY
Zip
95376-
APN
25215012
ENTERED_DATE
11/4/2013 12:00:00 AM
SITE_LOCATION
26550 S BANTA RD
RECEIVED_DATE
11/4/2013 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\B\BANTA\26550\PA-1300183\SU0009811\NL STDY.PDF
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EHD - Public
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Nitrate Loading Study Page 6 <br /> Proposed Warehouse <br /> 26550 South Banta Road <br /> Tracy, California <br /> April 15, 2014 CTE Job No 20-2463G <br /> installed. Nitrate/nitrogen loading is expected five-and-one-half days per week, based on a five <br /> day work week and half day worked on Saturdays. <br /> 4.5 Mass Balance of Nitrate/Nitrogen Loading Usina Hantzsche/Finnemore Model <br /> The following summarizes nitrate loading calculations for the proposed septic system and leach <br /> field to comply with SJCEHD requirements using the Hantzsche /Finnemore Model (Hantzsche <br /> /Finnemore, 1992). Offsite sources were excluded as they are not part of the scope of this study, <br /> and their impacts are occurring regardless of the results of this study. <br /> The model utilized is as follows: <br /> nr= [I(nw)(I-d)+R(nb)]/(I+R) <br /> nr= Calculation of nitrate-nitrogen in groundwater resulting from leach field source and precipitation (mg/l, as <br /> N). <br /> 1 = Volume rate of waste water entering the soil averaged over the gross developed area. <br /> I= (450 gal/day x 365 days/yr x 1 ft'/7.48 gal)x(1/3.53 acre)x(1 acre/43560 ft')x(12 in/ft) <br /> I = 1.71 inches/year <br /> nw= Nitrate concentration of nitrified leach-field effluent is conservatively assumed to be on the order of 70 mg/I <br /> (per discussion with San Joaquin County previous study). <br /> d = Fraction of nitrate-nitrogen loss due to dentrification of leach field effluent is assumed to be on the <br /> order of 0.25(0.10 to 0.35 is typical per Hantzshe and Finnemore, 1992). <br /> R = Average recharge rate due to rainfall=8.5 incites per year(taken as 80%of annual 10.6 inches, 20% <br /> assumed lost to offsite drainage& evapotranspiration). <br /> nb= Background nitrate nitrogen concentration of rainfall recharge at the water table is conservatively assumed to <br /> be on the order of 1.0 mg/1(typically between 0.5-1.0 mg/I per Hantzshe and Finnemore, 1992). <br /> Our nitrate loading calculation is as follows: <br /> Using nr= [I(nw)(1-d)+R(nb)]/(I+R), <br /> nr= [1.71 in/yr x 70 mg/1(1-0.25)+8.5 in/yr(1.0 mg/1)]/(1.71 in/yr+ 8.5 in/yr) <br /> nr=9.6 ma/l as N (average concentration of nitrate-nitrogen loading in recharge water) <br />
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