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SU0011793_SSNL
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SU0011793_SSNL
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Last modified
11/19/2024 4:00:00 PM
Creation date
9/8/2019 12:32:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0011793
PE
2691
FACILITY_NAME
PA-1800112
STREET_NUMBER
11150
Direction
E
STREET_NAME
STATE ROUTE 120
City
MANTECA
Zip
95336-
APN
22803028
ENTERED_DATE
5/10/2018 12:00:00 AM
SITE_LOCATION
11150 E HWY 120
RECEIVED_DATE
5/8/2018 12:00:00 AM
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\O\HWY 120\11150\PA-1800112\SU0011793\SS_NL STUDY .PDF
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EHD - Public
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Soil Suitability/Nitrate Loading Study <br /> Proposed Global Carrier Inc. ■ Manteca, California 1rerracon <br /> August 8, 2018 v Terracon Project No. NA187034 <br /> 2.3.5 Nitrate Loading Scenario <br /> A nitrate loading scenario was performed to determine the impact from the proposed project. The <br /> scenario utilizes the variables discussed previously which represent the estimated conditions and <br /> uses associated with this project. The following table presents a summary of the nitrate loading <br /> calculation for the site. A copy of the nitrate loading calculation is included in Appendix G. <br /> Table 8. <br /> Summary of Nitrate Mass Balance Equation Proposed Development. <br /> Result Average Effluent Leach Field Deep <br /> Daily Concentration Percolation <br /> Parcel (Nc)* Acres(A) Effluent (Nw) Denitrification of Rainfall <br /> (mg/L-N) (Q)(9pd) (mg/L-N) (d) (R)(in) <br /> 1 5.9 10.0 156.8 85 15 2.86 <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 sources. <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 (5.9 <br /> mg/ L-N) indicates that the proposed development on the site should not cause a buildup of <br /> nitrates in the aquifer above 10 mg/L-N. <br /> For comparison, Terracon additionally calculated the nitrate mass balance for the existing <br /> residential land use based on an average daily flow of 280-gallons per day (2 bedrooms x 2 <br /> persons x 70-gallons per day)and effluent concentration of 35 mg/L-N. Based on the calculation, <br /> the nitrate mass balance is 4.3 mg/L-N for the existing residential septic system which is also <br /> below the MCL. The calculation for the residential use does not include the existing agricultural <br /> land use. <br /> 2.4.2 Methods of Mitigation <br /> Because of the favorable result of the nitrate loading calculation, no mitigation measures are <br /> warranted. <br /> Responsive■ Resourceful ■ Reliable 17 <br />
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