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L u <br /> LMarch 25,2005 <br /> NOA Project Number: E05005A <br /> Lin the ground water above 2.8 mg/L-N over the long term. <br /> 4.2 Methods of Mitigation <br /> LBecause of the favorable result of the nitrate loading calculation, no mi ad don,measurq.= <br /> warranted. Due to unsatisfactory percolation rates in the septic disposal al rea, an engineered septic <br /> { system will be provided to mitigate the poor soil condidtions <br /> L5.0 CONCLUSIONS AND RECOMMENDATIONS <br /> Our office concludes that the proposed project will not cause a build up of nitrates above 2.8 <br /> 4 mg/L-N in the ground water.We recommend the EHD guidelines be followed for the construction <br /> L• of the septic system. <br /> L5.1 Signatures <br /> The signatures of the environmental professionals involved in the preparation of this report can be <br /> found on the cover sheet at the front of this package. <br /> 5.2 Attachments <br /> LAll required attachments and appendices can be found at the rear of this package. <br /> 6.0 LIMITATIONS <br /> L <br /> Our professional services were performed, our findings obtained, and our conclusions proposed in <br /> accordance with generally accepted engineering principles and practices. This warranty is in lieu of <br /> all other warranties either expressed or implied. Test findings and statements of professional <br /> opinion do not constitute a guarantee or warranty, expressed or implied. <br /> L <br /> L <br /> L <br /> L <br /> L <br /> L <br />