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December 10, 1999 <br /> Job Number: S99308 <br /> Page 8 <br /> Due to the shallow ground water encountered, the use of seepage pits should be avoided. <br /> We recommend the design of the septic system follow the San Joaquin County "Sewage <br /> Standards" criteria. <br /> VIII. LIMITATIONS <br /> The conclusions of this report are based on the information provided regarding the <br /> existing and proposed development, the use of the subject property, and the site conditions as <br /> they existed at the time we excavated our test hole and performed the percolation test. It was <br /> assumed that the test hole and percolation test results are representative of the subsurface <br /> conditions in the general area. <br /> Our professional services were performed, our findings obtained, and our conclusions <br /> proposed in accordance with generally accepted engineering principles and practices. This <br /> warranty is in lieu of all other warranties either expressed or implied. Test findings and <br /> statements of professional opinion do not constitute a guarantee or warranty, expressed or <br /> implied. GFp <br /> Very truly yours, <br /> • No. 6884 • NEIL O. ANDERSON& ASSOC., INC. <br /> David J. Welch, M.Sc. <br /> QFEMS Registered Geologist, No. 6884 <br /> NeiZtered <br /> nderson, esident <br /> �� tR` ��✓'� RegGeotechnical Engineer, No. 2245 <br /> NOA:djw "6''�� <br /> [s99308.rpt] <br /> v\p E R S0 <br /> r t <br /> Z 4 <br /> Q ~ <br /> r <br />