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LIMITATIONS <br /> The findings, testing, opinions and conclusions of this report are based upon information from <br /> standard engineering and analytical test procedures, contemporary scientific literature and agency <br /> consultations. Results of the percolation testing should be assumed to only represent the <br /> subsurface conditions encountered in the very specific location of testing as denoted on the aerial <br /> photo, and not of the entire Homesite Parcel. <br /> This report is based upon current scientific knowledge to assess factors which are extremely <br /> variable and complex within the environment. San Joaquin County Environmental Health <br /> Department Sewage Standards have been employed for the purpose of preparing this study. <br /> Therefore, no guarantee or warranty is expressed or implied concerning any aspect of this <br /> investigation,the prevention of environmental impact, or related issues. <br /> The opportunity to provide this service for you is appreciated. If there should be any questions <br /> regarding the information contained within this report,please contact the undersigned. <br /> Respectfully submitted, <br /> 6 ,ofessioaa <br /> `S� <br /> Don Chesn#, PE a No.zsa79CD <br /> Registered Civil Engi er#C75479 <br /> sf Civil •,'� <br /> Attachments: ate of Calif°�9 <br /> Percolation Test Rate Form <br /> Google Aerial Phot showing Test location <br /> Original Soil Suitability Study by Walter Curtis, PE <br /> Revised Tentative Map <br /> 2012 Equal Depth to Groundwater Map <br /> Page 4 of 4 <br />