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Pastor Matt Linder <br /> May 5,2003 = <br /> Page 2 . <br /> Division,(PHS-EHD) for the proposed church facility to measure the potential concentration of . <br /> percolating effluent and rain fall over the long term. If the proposed project will dispose of septic <br /> effluent to a.shallow leach field, ground water quality may be impacted to some degree. <br /> The method utilized for the nitrate loading analysis is based on a simple mass balance formula, <br /> discussed in a published article by Hantzsche and Finnemore,' which provides a convenient and <br /> simplified method to estimate long-term ground=water nitrate impacts on'an area-wide basis. <br /> Hantzsche and Finnemore found that over a long period of time, water quality in the upper <br /> saturated ground-water zone closely,approximates the quality of percolating recharge waters. They <br /> believe that their method is a good planning tool and provides useful information to planners and local <br /> officials but with some rcal limitations. In their article published in Ground Water,Hantzsche and <br /> Finnemore mention that"...the equation ignores dispersion,lateral flow,.and mixing with ground water <br /> flow from.up=gradient areas. These processes would generally contribute to additional reduction of <br /> nitrate-nitrogen concentrations in ground water to the extent that the nitrate-nitrogen concentration of <br /> ground-water flow from up-gradient,areas is lower."` <br /> The Hantzsche and Fennemore approach"...a conservative (worst case)first approximation of. <br /> ground-water nitrate--nitrogen concentration resulting from the combined effect of on-site sewage <br /> disposal systems and precipitation. This(the equation and approach)is for estimation of long-term effect <br /> (i.e.,over years)on ground-water quality,and is not intended for prediction of seasonal changes:",' <br /> The method takes into account development area, soil denitrification factor,rainfall volume, <br /> rainfall nitrate concentration, the waste effluent quantity, and waste effluent nitrate concentration. The <br /> formula, assumptions and calculations used for the analysis are shown on Plates I through 3. The units of <br /> nitrate used in the mass balance equation are nitrate-N whose maximum drinking water contaminate level <br /> is 10 m€VL <br /> Quantity of Quality of Domestic Wastewater From the Church,, <br /> ._The average total nitrogen Concentra#ion of the domestic waste water is normally considered to. <br /> be <br /> Or 8ti.mg/L-N with a typical concentration of JngIL-N. 2 Waste water for churches and schools are <br /> typically higher in total nitrogen because the waste water is not diluted with shower or kitchen water. . <br /> Mr.Bob-Smith, technical expert,'Orenco Systems Incorporated(OSI), indicated the average total <br /> nitrogen.concentration of influent for a church facility would probably be about 75 mg/L-N over a long <br /> term period. Therefore the estimated concentration of total nitrogen of the waste water is estimate to be <br /> 75 mg/LN,total nitrogen for the revised nitrate loading study. ; <br /> c Hantzshe N-N.,Finnemore,E.J. 1991,Predicating Ground-Water Nitrate-Nitrogen Impacts. Ground <br /> Water,Vol.30,No.4. <br /> 2 Crites,R.W.,and Tchobanoglous,G., 1998, Small and decentralized wastewater management systems: <br /> WCB McGraw-Hill,Boston,First,Edition,see Table 4-14,page 181. <br /> Q 1. <br />