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SU0009809_SSNL
EnvironmentalHealth
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2600 - Land Use Program
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PA-1300168
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SU0009809_SSNL
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Last modified
11/19/2024 3:46:26 PM
Creation date
9/9/2019 10:26:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0009809
PE
2625
FACILITY_NAME
PA-1300168
STREET_NUMBER
5400
Direction
W
STREET_NAME
STATE ROUTE 12
City
LODI
Zip
95240-
APN
05516072
ENTERED_DATE
10/28/2013 12:00:00 AM
SITE_LOCATION
5400 W HWY 12
RECEIVED_DATE
10/25/2013 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\T\HWY 12\5400\PA-1300168\SU0009809\NL STDY.PDF
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EHD - Public
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Odyssey Landscape—Nitrate Loading Section Page 13 of 14 <br /> Our Project Number: NA157000 <br /> March 17, 2015 <br /> Table S. <br /> Summary of Nitrate Mass Balance Equation. <br /> Result Average Effluent Leachfield Deep <br /> Parcel (Nc)* Acres(A) Daily Flow Concentration Denitrification Percolation <br /> (mg/L-N) (Q)(gpd) (Nw) (d) of Rainfall <br /> (mg/L-N) (R) (in) <br /> 1 5.1 7.00 1 191.4 85 25% 5.29 <br /> *Maximum contaminant level(MCL)for nitrate in drinking water is 10 mg/L-N. <br /> 2.3.6 Impact of Nitrate Loading to Nearby Water Sources <br /> Since the subject property is relatively flat, we do not foresee percolating effluent affecting any <br /> surface water resources. <br /> 2.4 Discussion of Nitrate Loading Results <br /> 2.4.1 Total Nitrate Impact <br /> Based on the method and assumptions described, the result of the nitrate loading balance <br /> indicates that the development on the parcel should not cause a buildup of nitrates in the <br /> aquifer above 10 mg/L-N. <br /> 2.4.2 Methods of Mitigation <br /> Because of the favorable result of the nitrate loading calculation, no mitigation measures are v� <br /> warranted. <br /> 3.0 CONCLUSIONS AND RECOMMENDATIONS <br /> In summary, percolation rates that meet the minimum EHD standards were achieved at a <br /> shallow depth (3.25 feet bgs) in the existing septic leach field area. The parcel appears suitable <br /> for the use of a septic system designed for the intended usage. The septic system construction <br /> appears to follow the San Joaquin County On-Site Wastewater Disposal Standards where <br /> applicable. <br /> Groundwater sampled from a drinking water well at the site was analyzed for nitrate, EDB, and <br /> DBCP, and all were reported below the limit for human health hazard. The level of nitrate is <br /> below the required cutoff for nitrate loading in the groundwater and soils. <br /> 4.0 LIMITATIONS <br /> Our professional services were performed, our findings obtained, and our conclusions proposed <br /> in accordance with generally accepted engineering principles and practices. This warranty is in <br /> ©2015 Neif O.Anderson&Associates,Inc. <br /> A Terracon Company <br />
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