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I Pastor Matt Linder <br /> May 5,2003 <br /> Page 3 <br /> The combined Phase I and Phase II peak and average daily flow were revised and the quantities <br /> are as follows: <br /> ` Table L Estimated Quafitity of Effluent for Phase I& Phase U. <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 117= <br /> Sunday morning,275 attend per day,ane day per people)x 5 gpd- 268 gpd ADF <br /> AM and afternoon service. week(117). 1,875 gals . <br /> PM <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 /> PM <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 /> Saturdays. ; <br /> per month <br /> Weddings M0 people,once per 5 gallons per person 200 people X'5 gpd= Peak flow x 11365 <br /> • 1 per year, ear. . per day,one'day per 1,000 gals 3 gpd ADF T <br /> includin year(=11365): y ' <br /> rec on. <br /> Average Daily"Flow: 268 gpd 143gpd+22 gpd+3-gpd <br /> 436 gals ADF <br /> Quantity and Quality ofDeep PerCol ating 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.3 <br /> 3 Hantzshe N.N.,Finnemore,E.J. 1991,Ptedicating Ground-Water Nitrate-Nitrogen"impacts. Ground <br /> Water, Vol. 30,No.4. <br /> G h <br />