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7.0 CONCLUSION AND RECOMMENDATIONS SECTION <br />The conclusions of this report are based on the information provided regarding the proposed <br />development, the use of the subject property, and the site conditions as they existed at the time <br />we excavated our test hole and performed the percolation test. It was assumed that the Mitigated <br />Negative Declaration and the compiled data results are representative of the subsurface <br />conditions in the general area. The site complies with the San Joaquin County requirement by <br />having a project site with less than 10.0 mg/L-N. The values used for calculations assume that <br />the nitrate concentration of rainfall is 1 mg/L-N as previously noted (Hanztch/Finnermore). Also, <br />the site contains denitrification processes and that based on uses the site effluent stream is 45 <br />mg/L-N. Analyzing all the compiled data, the site is adequate for the proposed use. <br />7.1 APPENDIX <br />Attachments are all included at the end of this report as part of the Appendix. <br />8.0 LIMITATIONS <br />Limitations in Nitrate Loading Study: <br />Our services were performed, our findings obtained, and our conclusions proposed in accordance <br />with generally accepted engineering principles and practices. The warranty is in lieu of all other <br />warranties either expressed or implied. Test findings and statements of professional opinion do <br />not constitute a guarantee or warranty, expressed or implied. <br />Q�OF Ego/V�`l <br />�O p� �'IURPh\ <br />UJ m <br />' 5277 =' <br />D(P.9-30 2 <br />CIVIV <br />M <br />J Murphy <br />E. 45277 <br />