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01 October 2019 <br />AGE Project No. 19-4850 <br />Page 14 of 14 <br /> Maximize wastewater hold time where practical (retention). <br /> Avoid use of bioattenuation chemicals (bleach etc.). <br /> Properly and regularly maintain property septic systems. <br /> Use EHD criteria for sizing the septic disposal field. <br /> <br />If re-location or expansion of leach fields becomes necessary, leach lines should include <br />high organic substrates under and surrounding the lines installed. <br /> <br /> <br />12.0. CONCLUSIONS <br /> <br />Based on this Soil Suitability and Nitrate Loading Study, AGE concludes the following: <br /> <br /> The percolation rate meets the minimum EHD standards in the proposed septic <br />system disposal field. The parcel appears suitable for the use of a standard septic <br />system. <br /> All approved septic system use should follow the EHD On-Site Waste Disposal <br />Standards. <br /> The proposed site development is appropriate with the use of the current potable <br />water supply and existing septic system. <br /> <br /> <br />13.0. LIMITATIONS <br /> <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.