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1 <br /> 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 we <br /> ' excavated our test holes and performed the percolation tests. It was assumed that the test holes <br /> and percolation test and the compiled data results are representative of the subsurface conditions <br /> ' in the general area. The site complies with the San Joaquin County requirement by having a project <br /> site with less than 10.0 mg/L-N. The values used for calculations assume that the nitrate <br /> concentration of rainfall is 1 mg/L-N as previously noted (Hanztch/Finnermore). Also, the site <br /> t contains denitrification processes and that based on uses the site effluent stream is 35 mg/L-N. <br /> 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 use in Soil Suitability Report: <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 /> �Vl Joe Murphy <br /> R.C.F. 45277 <br /> ' 6 <br />