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18 September 2020 AdvancedGeo <br /> Project N o. 20-6116 An Employee-Owned Company <br /> Page 10 of 15 <br /> The USDASGD soil survey indicates the soil type for the western portion of the subject <br /> property is predominantly composed of Veritas fine sandy loam having 0 to 2 percent <br /> slopes (#266). The Veritas fine sandy loam is composed of alluvium derived from mixed <br /> rock sources. Soils are described as moderately well drained, with low permeability, and <br /> salinity ranging from 0.0 to 4.0 millimhos per centimeter (mmhos/cm). The Veritas fine <br /> sandy loam typically has the same chemical properties between surface grade and 54 <br /> inches bsg <br /> 7.2. MASS TRANSPORT PROPERTIES OF UNDERLYING SITE SOILS <br /> The percolation test and dominant soil type at the site indicates that the soils are semi- <br /> permeable to permeable and have low to moderate water storage. These soils will allow <br /> moderate infiltration of water through the surface soils. The longer the effluent remains <br /> near the surface, the more treatment is enhanced due to natural processes within the soil. <br /> If the permeable soils exist to the depth of the groundwater table, it is possible that surface <br /> contaminants may be transported fairly rapidly. <br /> 8.0. GROUNDWATER ANALYSIS <br /> The subject property is supplied with potable and irrigation water by DW-1 (Figure 3). A <br /> groundwater sample was collected from the well and analyzed for nitrates as part of this <br /> study. <br /> 8.1. DESCRIPTION OF LOCAL GROUNDWATER <br /> According to the San Joaquin County Flood Control and Water Conservation District's <br /> Lines of Equal Depth to Groundwater Fall 2018 and the DWR SGMA Data Viewer, depth <br /> to groundwater at the site is approximately 20 to 30 feet bsg. Between 2011 and 2018, <br /> depth to groundwater at the site has fluctuated between 15 and 30 feet bsg. Groundwater <br /> flow direction locally appears to be toward the northwest. Groundwater was not <br /> encountered in the 42-inch deep percolation test hole advanced on 09 September 2020. <br /> 8.2. EXISTING OR POTENTIAL GROUNDWATER CONTAMINATION <br /> The immediately adjacent and outlying land use for the parcel is mostly agricultural with <br /> minor residential land use. Potential groundwater contamination can occur from several <br /> sources including leaking underground storage tanks, septic systems, agricultural <br /> activities, dairies, and stormwater infiltration. <br /> A review of the DTSC EnviroStor Database and the Geotracker Web site did not reveal <br /> any properties of environmental concern within a half-mile radius of the site. <br />