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f <br /> B. CALCULATED NITRATE-NITROGEN LOADING <br /> NLS§3.4,3.5,3.6. The calculated nitrate-nitrogen impact to the soil and ultimately to the <br /> groundwater is difficult to determine due to the large number of variables involved and variables <br /> unknown at this time. These include: 1.) Impact from upgradient nitrate sources, 2.)Variability in <br /> wastewater flows, effluent nitrogen concentrations and dilution effects from stormwater recharge, <br /> 3.) Changes in groundwater directional,flow and elevation,4.) And of significant importance is not <br /> only the denitrification potential of the indigenous clays, but equally important is the diminished <br /> nitrification potential within the clay soil environment. The extremely small pore space within the <br /> high clay content soil significantly reduces oxygen content,thus impeding nitrification. <br /> The Hantzsche/Finnemore Formula is used below to predict the average resultant concentration of <br /> nitrate-nitrogen in effluent recharge water from the proposed wastewater treatment and management <br /> system. The calculations are based on a total areal loading basis previously referenced,correlated <br /> with the annually projected wastewater flows of 416,000 gpy. These two factors primarily estimate <br /> the average resultant concentration of nitrate-nitrogen in the recharge effluent. This concentration <br /> cannot exceed 10 ppm nitrate-nitrogen(45 ppm as nitrate). <br /> CALCULATED NITRATE-NITROGEN LOADING FROM THE COMBINED ON-SITE <br /> RESTROOMS FOR THE ENTIRE SUBJECT PARCEL: <br /> i <br /> HANTZSCHE/FINNEMORE EQUATION <br /> n!,,(1 - d)+R Nb <br /> Nr= (I+R) <br /> Where: <br /> Nr = .Resultant average concentration of nitrate-nitrogen in recharge water-(ppm NO3-N) <br /> I = Volume rate of wastewater entering the soil averaged over the gross developed area in inches per yr <br /> Nw = Total nitrogen concentration of wastewater in mg N/L <br /> d = Fraction(%)of nitrate-nitrogen combined loss in the high clay content soil due to: <br /> 1.) Prevention of nitrification and 2.)The denitrification of nitrate molecules that may form. <br /> R = Average recharge rate of rainfall- inches per yr NLS§3.2 <br /> Nb = Background nitrate-nitrogen concentration of rainfall recharge, exclusive of wastewater influences <br /> (PPM NO3-N)' <br /> Values and Assum tip ons: <br /> r <br /> I=416.000 eals=total WW/yr=55.615 en It =0.0933 in/yr <br /> 164.28 Ac x 43,560 sq ft/Ac x(I ft/12 in) <br /> Nw= 62 mg N/L <br /> d = Assume 25%due to the high percentage of clay soil(280/6)throughout the soil profile that not only <br /> mitigates nitrification,but also promotes denitrification of nitrate molecules that may form. <br /> R = 9.5 in/yr. <br /> Nb= Assumed to be 0.1 ppm NO3-N <br /> Page-7- <br /> Chesney Consulting <br />