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June 27, 2005 <br /> NOA Project Number: E05087A <br /> F! <br /> F6.0 CONCLUSIONS AND RECOMMENDATIONS <br /> Our office concludes that the proposed project will not cause a build up of nitrate above 10 <br /> mg/L-N in the ground water on all parcels. However,because of the mass transport of the soil <br /> properties, our office recommends that the new septic systems use a larger septic tank size and a <br /> Fmodified filter bed to attenuate the rapid percolation rates observed. Please see section 6.8 of the <br /> -~ Soil Suitability Study for septic system recommendations. <br /> Fil' <br /> 6.1 Attachments <br /> All required attachments and appendices can be found at the rear of this package. <br /> R <br /> 7.0 LIMITATIONS <br /> � 1 <br /> The conclusions of this report are based on the information provided regarding the existing and <br /> proposed development, the use of the subject property, and the site conditions as they existed at the <br /> time we excavated our test holes and performed the percolation tests. It was assumed that the test <br /> holes and percolation test results are representative of the subsurface conditions in the general area. <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 /> 7.1 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 /> S <br /> f 7 <br />