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§ 5.0 CONCLUSIONS AND RECOMMENDATIONS <br />§ 5.1 Evaluation of each point -source potential contamination described (i.e., a historical septic <br />tank, and three case closed sites) and non -point sources (i.e., possible agricultural spray <br />drift) pose an infinitesimal risk to the subject property and to human health. Historical <br />septic system density at one time could be considered sparse; however, now the area is <br />primarily served by Municipal Stockton water and sewer services. <br />The referenced "barn" and boat storage structures contain no hazardous materials. <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 lawn/garden chemical storage in the greenhouse structure. <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 subdivision portion of this project and is <br />currently in the process of 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 />Chesney Consulting <br />