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02 March 2023 AdvancedGeo <br /> Project No. 23-7124 An Employee-Owned Company <br /> Page 11 of 14 <br /> 9.3. CURRENT ON-SITE SOURCES OF NITRATE <br /> Septic systems, rainfall and agriculture are sources of nitrates (fertilizers) present on or <br /> around the property. <br /> 9.4. FUTURE ON-SITE SOURCES OF NITRATE <br /> The future site usage includes the addition of a gate building for commercial use. The <br /> gate building will be occupied 24 hours a day and 7 days a week. The septic system will <br /> be utilized by approximately thirty (30) full-time employees. The reasonable or maximum <br /> usage of wastewater for the gate building is 30 gpd per person for a total of 900 gpd. <br /> The total nitrate-nitrogen (NO3_N) average concentration in commercial waste is <br /> 85 milligram total nitrogen liter (mg/1-N). <br /> The weighted average calculation for total nitrogen concentrations for onsite commercial <br /> flow is proposed as the following: <br /> • Commercial volume 900 gpd. <br /> • Commercial office use concentration 85 mg/1-N (EHD standard). <br /> • The flow concentration of 76,500 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 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 25 to 30 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 20 percent was selected for the <br /> calculation based on the sandy loam and loamy sand 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 />