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L <br /> LSeptember 21, 2005 <br /> NOA Project Number: E05104A <br /> L <br /> 7.0 CONCLUSIONS <br /> LIn summary,a satisfactory percolation rate of the soil was achieved in the proposed septic disposal <br /> areas on the subject property. <br /> L No ground water was encountered in any of the borings drilled on the property.The on-site water <br /> well was tested for nitrate and DBCP. DBCP was non-detectable, and nitrate concentration in <br /> ground water was found to be 69.0 mg/L-N031which is above the maximum contaminant drinking <br /> water limit of 45 mg/L-NO3. Please see the conclusions for the Nitrate Loading Study Part II of <br /> this report for engineering recommendations. <br /> L7.1 Signatures <br /> L The signatures of the environmental professionals involved in the preparation of this report can be <br /> found at the front of this package. <br /> L 8.0 LIMITATIONS <br /> ' The conclusions of this report are based on the information provided regarding the existing and <br /> to 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 /> L 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 /> L 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 /> 1 <br /> L <br /> L <br /> L <br /> 6 <br /> L <br /> L 11 <br /> L <br />