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SR0083045_SSNL
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2600 - Land Use Program
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SR0083045_SSNL
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Last modified
3/9/2021 11:42:19 AM
Creation date
3/9/2021 11:38:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0083045
PE
2602
FACILITY_NAME
3 B'S TRUCK AND AUTO PLAZA
STREET_NUMBER
14749
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
LODI
Zip
95242
APN
05515026
ENTERED_DATE
12/18/2020 12:00:00 AM
SITE_LOCATION
14749 N THORNTON RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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15 December 2020 Advanced <br /> e-Owned Company <br /> An fmployt <br /> Project No. 05-1278 ...,... <br /> Page 13 of 14 � <br /> Assumptions: <br /> = 602,250 gallons = 80,514 cubic feet wastewater _ [(4.45 acres x 43,560 feet2) - 12 <br /> inches] = 80,514 _ 16,154 = 4.98 inches/year <br /> NW = 34.425 mg/L-N <br /> d = 25 percent denitrification <br /> R = 11.78 inches/year <br /> Nb = 1.0 milligram per liter <br /> Nr = [4.98 inches/year x 34.425 mg/L-N (1-0.25)] + (11.78 inches/year x 1.0 milligram per <br /> liter) _ (4.98 inches/year + 11.78 inches/year) <br /> Nr = 140.36 = 16.76 = 8.37 <br /> Nr = 8.37 ppm nitrogen (NO3_N) <br /> 9.7. IMPACT OF NITROGEN LOADING FROM SITE PROJECT TO <br /> DOWNGRADIENT WATER SOURCES <br /> The recharging of groundwater is the most likely potential feature that could impact future <br /> nitrogen loading. Since the subject property is flat, AGI does not anticipate percolating <br /> effluent will affect any nearby water sources. Based on the volume of wastewater to be <br /> generated, the size of the property, and the depth to groundwater (10-15 feet bsg), the <br /> potential vertical migration would not likely degrade the local groundwater. A total of <br /> 8.37 ppm of additional nitrogen is estimated to be added to the site over the long term <br /> through wastewater recharge from the proposed septic system. The nitrogen loading <br /> value is below the desired value of 10 ppm. <br /> 10.0. TOTAL NITRATE IMPACT FROM PROPOSED PROJECT <br /> Based on the method and assumptions described, proposed NO3_N mass of wastewater <br /> and the calculations of the NO3_N loading predicted, the proposed development should <br /> not negatively impact NO3_N loading rates within the aquifer. The soil at the site appears <br /> to be adequate for nitrate degradation and proper leaching of wastewater. A total of <br /> 8.37 ppm of additional nitrogen is estimated to be added to the site over the long term <br /> through wastewater recharge from the proposed septic system. <br /> 11.0. MITIGATION METHODS PROPOSED <br /> To mitigate any known or potential future impacts of nitrate to soil and groundwater from <br /> the proposed septic system, the following mitigations could be implemented.. <br /> 9 Maximize wastewater hold time where practical (retention). <br />
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