Laserfiche WebLink
Environmental Checklist <br />For CEQA Compliance <br />recommendation by the Orange County Health Care Agency, a Phase II Subsurface <br />Investigation was completed in February 2006, expanding the initial Phase I and II <br />investigations to further characterize any potential subsurface contamination from past land <br />use activities on site (Appendix C). The Phase I Environmental Site Assessment determined <br />that the proposed project site is not identified as a hazardous material site, nor is it on any <br />lists compiled by the City of Santa Ana Fire Department, the Santa Ana Regional Water <br />Quality Control Board (SARWQCB), or the California EPA Department of Toxic Substances <br />Control (TRC 2006). The proposed project site was listed by SCAQMD as being permitted <br />for certain emissions for a business that no longer exists on the property (TRC 2006). The <br />Phase II Environmental Site Assessment included soil gas, soil matrix, and groundwater <br />sampling, which revealed low concentrations of Perchloroethene (PCE) in soil vapor <br />samples, and low concentrations of Dichloroethene (DCE) in groundwater samples (TRC <br />2006: 24). Additionally, concentrations of arsenic, benzo(K) fluoranthene, and benzo(a) <br />pyrene were detected in the ballast samples collected from the railroad spur located in the <br />eastern portion of the subject property at concentrations that exceeded the corresponding <br />Preliminary Remediation Goal (PRG) for residential soils (TRC 2006: 24). However, the <br />Phase II report concluded these are not likely to present a potential increased human health <br />risk to future residents (TRC 2006: 24). <br />Based on these results, Orange County Health Care Agency requested additional subsurface <br />investigation to further characterize the nature of site contamination, including the lateral and <br />vertical extent of the contamination along the railroad spur (TRC 2006: 3). This additional <br />assessment was performed in the Phase II Subsurface Investigation. Twelve borings were <br />completed to a maximum depth of 13 feet below ground surface, and soil and groundwater <br />samples were collected at approved locations on site by the Orange County Health Care <br />Agency (TRC 2006: 4). Overall, the results of the samples collected do not suggest that a <br />significant release of hazardous wastes occurred on the subject property, and average <br />concentrations were well below the PRGs for all compounds (TRC 2006: 6). Additionally, <br />none of the samples collected and analyzed along the railroad spur were found to contain <br />detectable levels of contaminants (TRC 2006: 6). The Phase II Subsurface Investigation <br />concluded that no additional investigative actions were necessary or warranted for the site <br />and requested the Orange County Health Care Agency to issue a "no further action" status <br />for the proposed project site (TRC 2006: 7). Based on the information in the Phase I and <br />Phase II Environmental Site Assessment, the Phase II Subsurface Investigation, and <br />Mitigation Measure HM-2 incorporated below, impacts are considered less than significant. <br />Mitigation Measures <br />HM-2 Prior to the issuance of grading permits, the applicant will provide written <br />evidence from the Orange County Health Care Agency to the City that a status of <br />"no further action" for the proposed project site has been issued. <br />D. No Impact. The project is not located within an airport land use plan or within 2 miles of an <br />airport. The closest airport to the project site is John Wayne Airport approximately 3 miles <br />southeast of the project site. The proposed project includes constructing 38 two-story single- <br />family residential units. The proposed project would not result in hazardous obstructions to <br />operations at John Wayne Airport. No impacts would occur. <br />VIII. Hydrology and Water Quality <br />Alton Court August 2007 <br />Initial StudylMitigated Negative Declaration 3-26 <br />J&S 00635.07 <br />75A-92 <br />