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excavated our test hole and performed the percolation test. It was assumed that the test hole and <br /> percolation test and the compiled data results are representative of the subsurface conditions in the <br /> 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 (Hantzsche/Finnemore). Also, the site <br /> contains denitrification processes and that based on uses the site effluent stream is 40 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 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 /> 4Pp ESS10,�q` <br /> �O,p�G Iv�URPyy �'r •,,_ <br /> LU o Murphy <br /> cc <br /> 14 .4 271 E. 45277 <br /> sT C I\10- o��\ <br /> qrF OF C <br /> 5 <br />