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SR0082823_SSNL
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SR0082823_SSNL
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Last modified
11/20/2020 4:33:35 PM
Creation date
11/20/2020 3:59:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0082823
PE
2602
FACILITY_NAME
HORTON PROPERTY
STREET_NUMBER
17835
Direction
N
STREET_NAME
TRETHEWAY
STREET_TYPE
RD
City
LOCKEFORD
Zip
95237
APN
05115007
ENTERED_DATE
11/3/2020 12:00:00 AM
SITE_LOCATION
17835 N TRETHEWAY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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23 October 2020 AdvancedGeo <br /> Project No. 20-6169 An Employee-Owned Company <br /> Page 12 of 15 <br /> The total nitrate-nitrogen (NO3_N) average concentrations in domestic waste ranges <br /> between 20 to 85 mg/1-N with an average of 45 mg/1-N when washing and sanitation is <br /> considered. <br /> The weighted average calculation for total nitrogen concentrations for onsite residential <br /> flow is proposed as the following: <br /> • Residential volume 150 gpd. <br /> • Home use concentration 45 mg/1-N (EHD standard). <br /> • The flow concentration of 6,750 mg/1-N gallon. <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 out to the atmosphere. The denitrification process is <br /> controlled by waste concentrations, soil type, annual rainfall, pH of the soils, total 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 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. A denitrification factor of 30 percent was selected for the <br /> calculation based on the sandy loamy 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 <br /> efinitions:Nr= The average concentration of nitrate-nitrogen in the recharged wastewater parts per <br /> 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 <br /> 200 gpd (existing system) + 150 gpd (proposed system)x 365 days of proposed operation <br />
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