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J2 Page 12 Consulting, Inc. November 18, 2008 Environmental• Engineering• Geology Project Number 2008021 Discussion of the Septic System Size Septic System Construction should follow the San Joaquin County On-Site Wastewater Disposal Standards where applicable. 7. CONCLUSION In summary, a satisfactory percolation rate of the soil was achieved in the proposed septic disposal area of the Site. The septic disposal area appears suitable for a standard septic system. No gr d water was encountered in the borings drilled on the property. The results reported 7.9 mg/I of Total Nitrogen as Nand 0.34 ug/L pb) of DBCP. California MCL for Total Nitrogen is 45 mg/L and for DBCP is 0.2 ug/l. 8. LIMITATIONS This report is applicable only for the project and site studied. Report findings and statements of professional opinion do not constitute a guarantee or warranty, expressed or implied. This report contains information and data provided by others and JR Squared Consulting, Inc. in no way warrants the accuracy or completeness of the information provided by those sources. Our services are performed in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under similar conditions. This report is prepared using the San Joaquin County, Environmental Health Department, Soil Suitability Study Requirement Checklist. We have been authorized by Ed Nicolay (client) to perform a Soil Suitability Study of the subject property. It is our understanding that the client will use the information contained in this report for processing of a tentative map at San Joaquin County. Without prior written consent of the client, JR Squared Consulting, Inc. will keep confidential and not disclose to any person or 1R SQUARED CONSULTING,INC. ENVIRONMENTAL-ENGINEERING-GEOLOGY ` 6532 MCNEIL COURT,VALLEY SPRINGS,CA 95252 PHONE(209)772-3841 -FAX(209)7404303