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20 November 2020 AdvancedGeo <br /> Project No. 20-6205 AnEnWk"*-0*,mdt•-wwy <br /> Page 14 of 14 �N I moi. <br /> 12.0. CONCLUSIONS AND RECOMMENDATIONS <br /> Based on this Soil Suitability and Nitrate Loading Study, AGI concludes the following: <br /> • The percolation rate meets the minimum EHD standards in the proposed septic <br /> system disposal field. <br /> • The nitrogen loading rate is above the desired value of 10 ppm. Engineering <br /> controls may be necessary to reduce the amount of long-term nitrate loading to the <br /> subsurface. <br /> • A groundwater sample was not collected from the onsite domestic water well <br /> because there currently is no power to the subject property. <br /> • All approved septic system use should follow the EHD Onsite Wastewater <br /> Treatment System Standards. <br /> 13.0. LIMITATIONS <br /> Our professional services were performed using that degree of care and skill ordinarily <br /> exercised by environmental consultants practicing in this or similar localities. The findings <br /> were based on field testing results. Evaluations of the hydrogeologic conditions at the site <br /> for the purpose of this investigation were made from a limited number of available data <br /> points (i.e. test hole and field data) and subsurface conditions may vary away from these <br /> data points. No other warranty, expressed or implied, is made as to the professional <br /> interpretations, opinions and recommendations contained in this report. <br />