Laserfiche WebLink
20 July 2021 AdvancedGeo <br /> Project No. 21-6486 An Employee-Owned Compony <br /> Page 10 of 15 <br /> Database (USDASGD). The USDASGD soil survey indicates the soil type for the property <br /> is predominantly composed of Tokay fine sandy loam having 0 to 2 percent slopes (#256). <br /> The Tokay fine sandy loam is composed of alluvium derived from granitic sources. Soils <br /> are described as well drained, with moderate permeability, and salinity ranging from 0.0 to <br /> 2.0 millimhos per centimeter (mmhos/cm). The Tokay fine sandy loam typically have <br /> similar chemical properties and soil profile between surface grade and 45 inches bsg. The <br /> Tokay fine sandy loam is slightly coarser from 45 to 60 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 and have moderate water storage. These soils will allow moderate infiltration <br /> of water through the surface soils. The longer the effluent remains near the surface, the <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 two (2) onsite domestic water wells <br /> located to the south of the larger residence and to the north of the smaller residence <br /> (Figure 2). A groundwater sample was collected from each well and analyzed for nitrates <br /> and DBCP 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 75 feet bsg. Between 2011 and 2019, depth to groundwater at the <br /> site has fluctuated between 75 and 95 feet bsg. Groundwater flow direction locally <br /> appears to be toward the east-southeast. Groundwater was not encountered in the <br /> 42-inch-deep percolation test hole advanced on 30 June 2021. <br /> 8.2. EXISTING OR POTENTIAL GROUNDWATER CONTAMINATION <br /> The immediately adjacent and outlying land use for the parcel is residential and <br /> agricultural. Potential groundwater contamination can occur from several sources <br /> including leaking underground storage tanks, septic systems, agricultural activities, <br /> dairies, and stormwater 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 1998 and based on the status of the site and the distance and direction from <br />