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RECEIVED EN 'JAN 13 2021 �R A 5.3 Description of all current on-site sources of nitrate to soi �tT gfW and the contribution of nitrate load from these sources to the project site: The so) Es of nitrates are the existing septic systems in use by an existing parcel for residential uses. The existing septic systems were accounted for when determining the approximate nitrate concentration, the site is expected to maintain its current flow with the proposed development. 5.4 Discussion of all proposed future on-site sources of nitrate to soil and groundwater and the contribution of nitrate load from these sources to the project site: The future use of the site will remain consistent. The existing residence with 3 bedrooms was used to approximate the amount of people that could generate waste water flow. It was conservatively assumed that 100 gal/day would be generated for the first bedroom and 50 gal/day subsequently for every other bedroom, generating at a total of 200 gallons/day. The site is expected to be able to handle up to 415 gallons/day, making the current flows sustainable. There is no residence or definite source of a nitrates on the 38 acre parcel, but 200 gallons/day were used assuming a residence could be built in the future. The 38 acre parcel would have no problem with these small flows, but no major additions should be made without update to this report. The average total nitrogen concentration of domestic wastewater is about 20-85mg/L-N, although 35-45mg/L-N is a better approximation(Crites and Tchnobanglous). The value selected for this site was 45mg/L-N assuming this site shall experience a larger concentration. The site will experience a process of denitrification as the soil naturally treats surface material through natural forms. Denitrification is a process that occurs when bacteria uses oxygen in the nitrate(NO3) and release nitrogen(N2) into the atmosphere. Denitrification can be variable to the type of soils,chemical properties,moisture content and other variables. Based on the sandy loams on site and the high percolation rates, this site's soil has moderate levels of denitrification. It is expected that a site with soil of these characteristics shall have approximately about 10-15% of denitrification. The value used for this site was 15%. 5.5 Calculate mass balance of nitrogen loading considering all potential sources identified using Hanztch/Finnemore equation: Using the data mentioned within this report and the attached Soil Suitability Report the mass balance of nitrogen loading for this site was calculated, this was done using Hanztch/Finnemore formula. Based on the Hanztch/Finnemore equation this 2 acre site would contain a Nitrate Load (Nc) of 5.98 mg/L-N when the site is generating its peak flows. The 38 acre parcel would generate 1.34 mg/L-N. 6.0 Discussion of nitrate loading results relative to proposed method of wastewater disposal 6.1 Discussion of total nitrate impact from proposed project: There are very low possibilities that the percolating effluent could affect water conditions. 5