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�T December 12,2006 <br /> NOA Project Number: E06094A <br /> ` The following tables presents the septic waste water uses associated with the Site. The rates <br /> presented from the references provide general guidance but do not always reflect a match in usage. <br /> Careful examination,professional judgement, and experience are necessary to select a reasonable <br /> flow rate estimate. The flow rates selected for maximum uses associated with this project are <br /> presented in the following table. <br /> r <br /> Table 2. <br /> Typical Quantity of Effluent <br /> l~ Category Total People per Average Quantity per Average Daily Flow <br /> Day Person Per Parcel <br /> l Parcel 1,2,3& <br /> Designated 5 70 gal/day/resident 5 residents 70 gpd/resident <br /> = 350 gpd <br /> Remainder <br /> Parcel 4 4 70 gal/day/resident 4 residents* 70 gpd/resident <br /> = 280 gpd <br /> Note -gpd is gallons per day. <br /> For parcels one, two, three and the Designated Remainder, the total daily waste water quantity is 350 <br /> gallons per day. For parcel four, the total daily waste water quantity is 280 gallons per day. <br /> The average total nitrogen concentration of domestic waste water is normally considered to range <br /> f F°# from 20 to 85'mg/L-N with 35 to 45 mg/L-N being typical (Crites and Tchobanoglous, 1998). For <br /> thepurposes of the nitrate loading estimate, the long-term average concentration for total nitrogen <br /> in waste water'is estimated to be 45 mg/L-N. <br /> �k <br /> 3.4.2 Denitrification Estimate <br /> Fi <br /> Denitrification is an important process which occurs within the leach field whereby certain bacteria <br /> utilize the oxygen in the nitrate (NO3) and release nitrogen gas (N) to the atmosphere. <br /> Denitrificatioti is expressed as a percentage, and the normally accepted range is 10 percent to 35 <br /> percent. Soils�with higher clay content, moist soil conditions,high pH, and organic material <br /> $ j denitrify by about 35 percent, and soils with high sand content and fast percolation rates are <br /> estimated to denitrify at a lower rate,about 10 percent to 15 percent. <br /> F! A typical denitrification factor of 35 percent was selected for the Site because of the peat that exists <br /> at the site. <br /> i <br /> r 6 <br /> } <br />