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SR0082688_SSNL
Environmental Health - Public
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33 (STATE ROUTE 33)
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31390
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2600 - Land Use Program
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SR0082688_SSNL
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Last modified
11/20/2024 8:59:18 AM
Creation date
11/6/2020 4:57:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0082688
PE
2602
STREET_NUMBER
31390
Direction
S
STREET_NAME
STATE ROUTE 33
City
TRACY
Zip
95304
APN
25531022
ENTERED_DATE
10/2/2020 12:00:00 AM
SITE_LOCATION
31390 S HWY 33
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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The details of the nitrate loading calculation are included on Plate 13. The results of the <br /> calculation are presented in the following table. <br /> Table 4. Result of Nitrate Loading Calculations <br /> Variable Value Units Description <br /> Nc 13.0 mg/L-N Long-term average concentration of percolating effluent <br /> The US EPA recommended MCL for nitrate in drinking water is 10 mg/L-N. In a worst- <br /> case situation, the maximum buildup of nitrates in the aquifer from the use of septic <br /> systems on the Site is predicted to be 13.0 mg/L-N. The result of the nitrate loading <br /> estimate exceeds the maximum drinking water standard. <br /> Discussion of Nitrate Loading Results <br /> Total Nitrate Impact <br /> Based on the method and assumptions described, the result of the nitrate loading <br /> estimate indicates that the proposed development on the Site may cause a buildup of <br /> nitrates in the aquifer above 10 mg/L-N. <br /> There are three mitigating factors that should be considered, however, when evaluating <br /> whether or not this Site is likely to impact ground water with nitrate.. <br /> • The Hantzsche and Finnemore equation is a conservative method for <br /> determining potential impacts, and actual nitrate loading experienced on the Site <br /> over time may be less than predicted. The requirement by San Joaquin County <br /> Environmental Health Department that the calculation use rainfall and <br /> evapotranspiration data to determine ground-water recharge is particularly <br /> conservative, as it does not include consideration of recharge from irrigation <br /> water or surface water sources. <br /> • Based on the clayey soil type present on the Site, it is likely that adsorption of <br /> nitrate ions to clay will occur as percolating effluent travels downward through the <br /> vadose zone. The soil factors included in the equation may not reflect the full <br /> extent of nitrate reduction experienced. <br /> • According to the San Joaquin County Environmental Health Department's map <br /> reviewed, none of the five wells tested within a half-mile radius of the Site have <br /> exceeded the MCL for nitrate, despite the existing residential development in the <br /> area. <br /> LOGE 20-42 Page 12 <br />
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