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` Pastor Matt Linder <br /> May 5,2003 <br /> Page 3 <br /> I The combined.Phase I and Phase 11 peak and average'daily flow were revised and the quantities <br /> areas follows:. <br /> Table 1:,Estimated Quantity of Effluent for Phase 1& Phase H. <br /> Category Visitors per period Use per person Peak flow Average daily flow. <br /> Services 450 people Sunday 5 gallons per person (250 people+125 Peak flow x 1/7= <br /> Sunday , morning,275 attend per day,one day per people)x 5 gpd= 268.gpd ADP' <br /> AM and afte oon service: week(117). 1,875 gals ' <br /> Bible. 200 people. 5 gallons per person 200 people x 5 gpd Peak flow x 117= <br /> Study per day,one day per 1,000 gals 143 gpd ADF <br /> Wednesday week(=117). <br /> Plv[ <br /> Youth 65 people. 5 gallons per person 65 people x'5 gpd= Peak flow x 2130= <br /> Meetings per day,two days per 325 gals 22 gpd-ADF <br /> 2 month(=2130). <br /> f Saturdays <br /> per month <br /> Weddings 200 people,once per 5 gallons per person 200 people x 5 gpd= Peak flow x 11365= <br /> l.per year; year. per day, one day per , 1,000 gals 3 gpd ADF <br /> including year(=11365). <br /> reception <br /> Average Daily Flow: 268 gpd + 143 gpd+22 gpd+3 gpd " <br /> ' 436 gals ADF <br /> Quantity and Quality of Deep Percolating Rain Water <br /> An estimate of the quantity and quality of rainfall was required for the analysis.The average <br /> deep percolation of rain for the south Stockton area is estimated to be 5.01 inches.',Please refer to Plate 1 <br /> for details regarding the deep percolation:of rain. The nitrate concentration of rain fall was estimated.to <br /> be 1 mg/L-N.' <br /> 3 Hantzshc N"N.,Finnemore, E.J. 1991;Predicating Ground-Water Nitrate-Nitrogen Impacts. Ground' <br /> Water,Vol.30,No.4. <br /> r 4 <br /> `P <br />