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SU0008830 SSNL
Environmental Health - Public
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SU0008830 SSNL
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Last modified
5/7/2020 11:33:41 AM
Creation date
9/8/2019 12:42:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008830
PE
2631
FACILITY_NAME
PA-1100124
STREET_NUMBER
6535
Direction
E
STREET_NAME
PELTIER
STREET_TYPE
RD
City
ACAMPO
APN
00526045
ENTERED_DATE
7/21/2011 12:00:00 AM
SITE_LOCATION
6535 E PELTIER RD
RECEIVED_DATE
7/21/2011 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\P\PELTIER\6535\PA-1100124\SU0008830\NL STDY.PDF
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EHD - Public
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10 June 2014 <br /> AGE Project No. 14-3035 <br /> Page 13 of 16 <br /> 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 leachfields where bacteria utilize oxygen in the <br /> nitrate to release nitrogen gas out to the atmosphere. The denitrification process is <br /> controlled by waste concentrations, soil type, annual rainfall, pH of the soils, organic <br /> concentration of the soil (TOC) and exposure time to nitrogen. The soils with a high or <br /> moderate clay content, higher organic content, high pH and adequate soil moisture <br /> denitrify the concentrations by 30 percent and less desirable soils with more sands and <br /> faster percolation rates (less moisture and clay content) denitrify only about 10 percent. <br /> 9.5. MASS BALANCE OF NITROGEN LOADING <br /> The EHD requires the user to considering all potential sources identified for wastewater <br /> generation. Further the EHD supports the use of Hantzsche / Finnemore, or other <br /> appropriate formula/model to calculated a mass of nitrogen loading. <br /> COMMERICAL <br /> The Hantzsche / Finnemore (Nr) equation for commercial application: <br /> Nr = IxNw (1-d)+ RxNb = (I+R) <br /> Nr = The average concentration of nitrate-nitrogen in the recharged waste water parts <br /> per million of nitrate-nitrogen. <br /> I = 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 300 <br /> gpd x 156 of 365 days of proposed operation (0.427 [42%] operation over 365 days a <br /> year) = 365 days X 300 gallons = 109,500 gallons X 0.427 = 45,900 gallons. Volume of <br /> wastewater is expressed as 45,900 gallons _ 7.48 gallons per cubic foot = 6,148.4 cubic <br /> feet of wastewater. Does not account for evapotranspiration likely to occur. <br /> NW = Total nitrogen concentration of wastewater at 85 mg/L-N based on the average <br /> discharge. Accounting for the loss of mg/L-N in the septic tank at 15% 85-15%= 72.25 <br /> and the loss from the biomat at 10% 55.25 - 10% = 65 mg/L-N <br /> d = Fraction of nitrogen concentration removed from the wastewater due to <br /> denitrification within the soil (20 percent for clay type soils). <br /> R = Average rainfall rate per year: 12 inches. <br /> Nb = Background nitrate-nitrogen concentration of rainfall recharge, from wastewater <br /> influences. <br /> Advanced GeoEnvironmental,Inc. <br />
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