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' Pombo Property <br /> Corrective Action Plan <br /> Page: 6 <br />' The executive officer of the State Water Resources Control Board in December <br /> 1995 provided guidance on the disposition of impacted shallow, near surface <br />' groundwater contamination,. The guidance document states that "passive <br /> bioremediation should be considered the primary remediation tool". "For cases <br /> affecting low risk groundwater (for instance, shallow groundwater with a <br /> ' maximum depth to water less than 50 feet and no drinking water wells screened in <br /> -the shallow aquifer with 250 feet of the leak) we recommend that active <br /> remediation be replaced by with monitoring to determine if the plume is stable". <br /> tStable plumes should be considered for closure. <br /> Clean up levels for this site are dependent on whether the SWRCB 12195 site <br /> ' conditions are present and passive bioremediation and plume monitoring are <br /> appropriate. If the SWRCB 12195 site conditions are present (maximum depth to <br /> water less than 50 feet and no drinking water wells screened in the shallow Z <br /> aquifer with 250 feet of the leak) clean up levels as described by the state board <br /> are present numerical clean up values would not be appropriate. <br /> ' if the SWRCB 12195 site conditions are not present than clean up values as <br /> described for domestic or municipal beneficial are appropriate. <br /> 4.0 MITIGATION ALTERNATIVES <br /> Preliminary fate and transport modeling of the identified contaminates of concern <br /> (volatile aromatic hydrocarbons and methyl tert butyl ether) under of four <br /> ' possible mitigation scenarios using the USEPA model Bioscreen4." Corrective <br /> action scenarios for low risk closure, excavation of source material, enhanced <br /> aerobic biodegradation, and excavation of source material with enhanced aerobic <br /> ' biodegradation were evaluated. <br /> Model input parameters for "Bioscreen4" are presented in Table 3, Bioscreen <br /> ' Input Parameters. Hydrogeologic, dispersion, absorption, and biodegradation <br /> parameters were provided from onsite groundwater monitoring data and published <br /> values. Model runs were evaluated to determine the maximum extent of plume <br /> ' migration and remaining contamination at plume stabilization or end of modeled <br /> time period. Model results are presented in Appendix 2. <br /> ' 4.1 Low Risk Closure <br /> The mitigation strategy consists of the evaluation of the site to confirm the low <br /> risk nature of the site as determined by the State Waters Resources Control Board <br /> ' (SWRCB) Policy of December 1995. Monitoring of the onsite domestic well to <br /> determine screened interval and collection of water samples for laboratory <br /> analysis s would be conducted. If the site met the requirements of the SWRCB <br /> ' Policy of December 1995, the site would be proposed for closure. <br /> 1 <br />