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v; August 8, 2006 <br /> NOA Project Number: E06087A <br /> Table 1. <br /> T ical Quantity of Effluent <br /> Total People per Average Quantity per Average Daily Flow <br /> Category Day Person Per Parcel <br /> P7Residential 7 70 gal/day/resident 7 residents*70 gpd= 490 gpd <br /> ((1,000 members*3.0 gpd) =3,000 gpd)) + <br /> r Religious 1,015 3.0 gal/day/customer ((15 employees* 14 gpd) =210 gpd)) _ <br /> 14 gal/day/employee 3,210 gpd <br /> Note —gpd is gallons per day. <br /> For the subject property, the total daily waste water quantity is 3,700 gallons per day. A four- <br /> sevenths conversion was used to account for a four day work week of the 15 employees, and a one- <br /> seventh ratio was used to account for Sunday maximum church attendance of 1,000 members. <br /> Please see the following equation for further detail. These factors convert a seven day work week <br /> J into an average day over the long terns. <br /> ` Four-sevenths of 210 gallons per day = 120 gallons per day average <br /> • One-seventh of 3,000 gallons 12er day = 42$.6 gallohs per day average <br /> • Residential flow = 490 gallons per day aver <br /> k Total Site Flow 1 03$.G gallons per da,, avera <br /> The estimated total flow for the Harvest Bible Church will be the sum of 120 gallons per day and <br /> 428.6 gallons per day,which equals a total of 548.6 gallons12er day average. The total estimated <br /> residential flow for the site will be 490 gallons per day Therefore, the total estimated flow will be <br /> I 1,038.6 gallons per day average on the site. <br /> �k <br /> k <br /> i <br /> ' 6 <br /> k <br />