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..00 <br /> Richland Communities Inc. 5943.5.001.03 <br /> 1481 West Manila Road,PA-04-266 (MS) September 9, 2004 <br /> SEPTIC FIELD SOIL SUITABILITY STUDY Page 4 <br /> _ <br /> Conclusion <br /> Based on the results of the percolation test, soil profile, and historic use of existing septic <br /> systems in the vicinity of the property, it is our opinion that the area studied appears to be <br /> suitable for a conventional or alternative engineered septic system_ <br /> L— ,o-f W 6 iza- ('W e P�yS,, ay..�•/�. �l <br /> The findings of this report are based on the conditions encountered during our soil profiling and <br /> percolation testing and may not represent all percolation conditions that may be encountered <br /> across the parcels or during construction of a sewage disposal system at the site. It should be <br /> noted that additional testing may be recommended by ENGEO and/or San Joaquin County prior <br /> to construction of structures and septic systems, depending upon the final location of proposed <br /> structures or grading schemes. ENGEO should review final septic system designs prior to <br /> construction. In the event that conditions during construction differ from those encountered in <br /> our percolation test hole; ENGEO should be contacted to provide additional recommendations. <br /> We are pleased to be of service to you on this project. If you have any questions concerning the <br /> contents of our letter, please contact us. <br /> Very truly yours, <br /> ENGEO Incorporated Reviewed by: �kED GE <br /> H/C� <br /> G No.1701 <br /> CERTIFIED <br /> NGINEERING <br /> �^ Zachary A. Crawford Duncan Hickmott, EOLOGIST�\Q <br /> !/ Staff Geologist Principal rfOFCAI\F�� <br /> Attachments: Limitations and Uniformity of Conditions <br /> References <br /> List of Figures and Tables <br /> Appendices A through D <br />