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SR0085844_SSNL
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SR0085844_SSNL
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Last modified
10/12/2022 3:49:00 PM
Creation date
10/12/2022 3:37:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085844
PE
2602
FACILITY_NAME
16402 S ESCALON BELLOTA RD
STREET_NUMBER
16402
Direction
S
STREET_NAME
ESCALON BELLOTA
STREET_TYPE
RD
City
ESCALON
Zip
95320
APN
22908028
ENTERED_DATE
9/29/2022 12:00:00 AM
SITE_LOCATION
16402 S ESCALON BELLOTA RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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28 September 2022 AdvantedGeo <br />Project No. 22-6994 An Employee -Owned Company <br />, <br />Page 13 of 15 <br />9.5. DENITRIFICATIONS CAUSED BY SOILS <br />The process of denitrification is important when utilizing subsurface septic lines and <br />regularly occurs in the soil within the leach fields where bacteria utilize oxygen in the <br />nitrate to release nitrogen gas to the atmosphere. The denitrification process is controlled <br />by waste concentrations, soil type, annual rainfall, pH of the soils, total organic <br />concentration of the soil (TOC) and exposure time to nitrogen. Soils with a high or <br />moderate clay content, higher organic content, high pH, and adequate soil moisture <br />denitrify the concentrations by approximately 30 to 40 percent and less desirable soils <br />with more sands and faster percolation rates (less moisture and clay content) denitrify <br />only about 10 percent. <br />A denitrification factor of 40 percent was selected for the calculation based on the <br />indurated sandy clay soil existing at the site. <br />9.6. MASS BALANCE OF NITROGEN LOADING <br />The EHD requires the user to consider all potential sources identified for wastewater <br />generation. Further, the EHD supports the use of Hantzsche/Finnemore or other <br />appropriate formula/model to calculate a mass of nitrogen loading. <br />RESIDENTIAL: <br />The Hantzsche / Finnemore (Nr) equation for residential home application: <br />Nr=IxNw(1-d)+RxNb=(I+R) <br />Definitions: <br />Nr = The average concentration of nitrate -nitrogen in the recharged wastewater parts per <br />million of nitrate -nitrogen. <br />= Volume rate of wastewater entering the soil averaged over the gross developed area <br />(acres) in inches per year. The total wastewater volume for proposed project will be <br />200 gpd (existing system) + 150 gpd (proposed system) x 365 days of proposed operation <br />= 350 x 365 days - 7.48 gallons per cubic foot = 17,079 cubic feet of wastewater. Does <br />not account for evapotranspiration likely to occur. <br />NW = Total nitrogen concentration of wastewater at 45 mg/L-N based on the average <br />discharge. <br />d = Fraction of nitrogen concentration removed from the wastewater due to denitrification <br />within the soil (40 percent for clay soils). <br />R = Estimated Deep percolation / average rainfall recharge rate per year: 3.54 inches. <br />Nb = Background nitrate -nitrogen concentration of rainfall recharge: 1.0 mg/I. The Nb is <br />an average value determined for San Joaquin County by the EHD. <br />
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