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§ 5.0 CONCLUSIONS AND RECOMMENDATIONS <br /> § 5.1 Evaluation of each point-source potential contamination described(i.e., an observed soil <br /> depression, an old drum with non-hazardous garbage inside) and non-point sources (i.e., <br /> possible nitrate in the underlying groundwater)pose an infinitesimal risk to the subject <br /> property and to human health. Historical septic system density at one time could be <br /> considered dense; however, now the area is served by Municipal Stockton water and sewer <br /> services. <br /> It is virtually impossible that any of the referenced ERS point-source sites could affect <br /> groundwater, soil or air over and under the property. There are no observable aboveground <br /> storage tanks nor underground tank appurtenances on, or immediately surrounding the <br /> property. Therefore, it may be considered almost impossible that any tanks in this locale <br /> may affect the property because of the distances and groundwater directional flows involved. <br /> The ASTM E-1527-05 Document referenced on Page 2 refers to de minimus environmental <br /> conditions. De minimus conditions generally do not present a material risk to public health <br /> or to the environment and generally would not include an enforcement action if observed by <br /> the appropriate governmental agencies. The only de minimus conditions observed was the <br /> referenced garbage. <br /> Section 9-905.12 of San Joaquin County Development Title states"Corrective Action: If the <br /> report indicates there are surface and subsurface contamination, corrective action shall be <br /> recommended in the report and concurred with by Environmental Health prior to the <br /> issuance of the building permit." It is my professional opinion that no corrective action is <br /> required regarding the subject property. <br /> § 5.2 The Appendices, found in Section 7 incorporate all of the applicable information referenced <br /> in this Report. <br /> § 5.3 See below for signature and stamp. <br /> § 5.4 Wong Engineers, Inc. is the civil engineer for the project and is currently in the process of <br /> submitting the Tentative Parcel Map. <br /> §5.5 As referenced above,the Appendices contain the documentation to support the applicable <br /> data and information found in this Report. <br /> Page -6- <br /> Chesney Consulting <br />