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w: <br /> • S <br /> 12 rune 2008 <br /> AGE-NC-07-1581 <br /> Page 14 of 17 <br /> The reasonable or maximum usage of wastewater the one bathroom facility by 30 visitors(customer) <br /> is five gallons per day(gpd)per person. Other waste should notcittain appreciable concentrations <br /> of nitrogen (workers washing hands and glassware). A total of gpd is the projected total daily ' <br /> I <br /> waste quantity (nitrogen loading includes 30 visitor bathroom trips/day x 5 gpd= 150 gallons and <br /> 2 worker with two bathroom trips/day x Xgpd=-2Tgallons). <br /> iS 30 <br /> The total nitrate-nitrogen(NO3_N)average concentrations in domestic waste ranges between 20 to <br /> 85 milligram total nitrogen liter(mg/1-N)with an average of 45 mg/1-N when washing and sanitation <br /> is considered. It is estimated the proposed commercial nitrogen waste concentration will be 65 <br /> mg/1-N and a weighted average will be used to calculate the total mg/1-N loading over a long terra <br /> for subject property. The weighted average calculation for total nitrogen concentrations for on-site <br /> commercial flow is proposed as the following: <br /> !60 1 <br /> • Commercial volumeSW gallons per day (gpd) <br /> • Commercial concentration 65 mg/1-N <br /> • The flow concentration of 13,000 mg/1-N gallon <br /> DENITRIFICATIONS CAUSED BY SOILS I <br /> The process of denitrification is important when utilizing subsurface septic lines and regularly occurs <br /> in the soil within the leachfields where bacteria utilize oxygen in the nitrate to release nitrogen gas <br /> out to the atmosphere. The denitrification process is controlled by waste concentrations, soil type, <br /> annual rainfall, pH of the soils, organic concentration of the soil (TOC) and exposure time to <br /> nitrogen. The soils with a high or moderate clay content, higher organic content, high pH and <br /> adequate soil moisture denitrify the concentrations by 30 percent and less desirable soils with more <br /> sands and faster percolation rates (less moisture and clay content) denitrify only about 10 percent. <br /> 9.5. MASS BALANCE OF NITROGEN LOADING <br /> i <br /> The EHD requires the user to considering all potential sources identified for wastewater generation. <br /> Further the EHD supports the use of Hantzsche/Finnemore,or other appropriate formula/model to <br /> calculated a mass of nitrogen loading. <br /> The Hantzsche/Finnemore (Nr) equation for commercial application: <br /> Nr=I x Nu,(1-d)+R x Nb- (I+R) <br /> Advanced GeoEnvironmental,Inc. <br />