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27 August 2025 AdvancedGeo Project No. 25-8011 An Employee-Owned Company Page 12 of 14 Q, X 8.7. IMPACT OF NITROGEN LOADING FROM SITE PROJECT TO DOWNGRADIENT WATER SOURCES The recharging of groundwater is the most likely potential feature that could impact future nitrogen loading. Since the subject property is flat, AGI does not anticipate percolating effluent will affect any nearby water sources. Based on the volume of wastewater to be generated and the depth to groundwater (25-30 feet bsg), the potential vertical migration would not likely degrade the local groundwater. A total of 11.46 ppm of additional nitrogen is estimated to be added to the site over the long term through wastewater recharge from the proposed septic system. The nitrogen loading value is above the desired value of 10 ppm. 9.0. TOTAL NITRATE IMPACT FROM PROPOSED PROJECT Based on the method and assumptions described, proposed NO3_N mass of wastewater and the calculations of the NO3_N loading predicted, the proposed development could negatively impact NO3_N loading rates within the aquifer. The soil at the site appears to be adequate for nitrate degradation and proper leaching of wastewater. A total of 4.13 ppm of additional nitrogen is estimated to be added to the site over the long term through wastewater recharge from the proposed septic system. 10.0. MITIGATION METHODS PROPOSED To mitigate any known or potential future impacts of nitrate to soil and groundwater from the proposed septic system, the following mitigations could be implemented: • Maximize wastewater hold time where practical (retention) by installing a larger septic tank (2,000 gallons). • Avoid use of bio attenuation chemicals (bleach etc.). • Properly and regularly maintain the property septic system. • Use EHD criteria for sizing the septic disposal field. If re-location or expansion of leach fields becomes necessary, leach lines should include high organic substrates under and surrounding the lines installed. 11.0. CONCLUSIONS AND RECOMMENDATIONS Based on this Soil Suitability and Nitrate Loading Study, AGI concludes the following: • The percolation rate meets the minimum EHD standards adjacent to the existing septic system disposal fields.