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30 March 2021 AdvancedGeo <br /> Project No. 21-6352 An Employee-Owned Company <br /> Page 10 of 15 <br /> more treatment is enhanced due to natural processes within the soil. If the permeable <br /> soils exist to the depth of the groundwater table, it is possible that surface contaminants <br /> may be transported fairly rapidly. <br /> 8.0. GROUNDWATER ANALYSIS <br /> The subject property is supplied with potable water by the onsite domestic water well <br /> located to the north of the existing residence (Figure 2). A groundwater sample was <br /> collected from the well and analyzed for nitrates as part of this study. <br /> 8.1 . DESCRIPTION OF LOCAL GROUNDWATER <br /> According to the DWR SGMA Data Viewer for Spring 2020, depth to groundwater at the <br /> site is approximately 65 to 70 feet bsg. Between 2011 and 2019, depth to groundwater at <br /> the site has fluctuated between 70 and 90 feet bsg. Groundwater flow direction locally <br /> appears to be toward the east. Groundwater was not encountered in the 42-inch-deep <br /> percolation test hole advanced on 18 March 2021. <br /> 8.2. EXISTING OR POTENTIAL GROUNDWATER CONTAMINATION <br /> The immediately adjacent and outlying land use for the parcel is residential. Potential <br /> groundwater contamination can occur from several sources including leaking <br /> underground storage tanks, septic systems, agricultural activities, dairies, and stormwater <br /> infiltration. <br /> A review of the DTSC EnviroStor Database and the Geotracker Web site revealed one <br /> (1) LUST site within a half-mile radius of the subject property. The LUST site has been <br /> closed since 2010 and based on the status of the site and the distance and direction from <br /> the subject property, the site should not impact the subject property. The review did not <br /> reveal any other sites of environmental concern within a half-mile radius of the site. Based <br /> on the information reviewed, there is no existing or known groundwater contamination at <br /> the site and the potential for groundwater contamination is de minimis. <br /> 8.3. CURRENT AND FUTURE USE OF GROUNDWATER AT THE SITE <br /> The existing water supply well at 8675 Carey Court (site) conforms to DWR and EHD <br /> standards. The well is currently utilized for the potable water source at the property and <br /> will continue to be used to supply the subject property with a domestic water source. <br />