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.6a Hilvers Residence <br /> April 26, 1993 <br /> Page 3 <br /> According to the groundwater maps reviewed by CTE for the area, the depth to first <br /> groundwater is approximately 30 feet below the surface. Although the regional <br /> +� direction of groundwater flow appears to be to the west, southwest toward the San <br /> Joaquin River, seasonal fluctuations and the pumping of wells in the area may <br /> produce local variations. The actual direction of groundwater flow is difficult to <br /> determine without site specific data. <br /> In conversations with the San Joaquin County Planning Department regarding flood <br /> hazard classification, this parcel is located in Flood Zone C. Flood Zone C is out of <br /> 'r the 100 and 500 year flood plain, and the potential for flooding of the subsect site is <br /> considered low. <br /> V <br /> Soils <br /> According to information obtained from the USDA Soil Conservation Service for San <br /> Joaquin County, soils in the area of the subject site are classified as Veritas Fine <br /> Sandy Loam. Veritas soils are characteristically greyish brown to pale brown sandy <br /> soils which are moderately well drained and have moderately rapid permeability. The <br /> unit is underlain by a weakly to strongly cemented hardpan at a depth of <br /> approximately 55 inches. The available water capacity is moderate, and runoff is <br /> slow. Most areas of this unit are used for irrigated crops, orchards, and vineyards. <br /> A few areas are used for irrigated pastures or for homesite development. A copy of <br /> the USDA description is presented in the appendix. <br /> The field investigation consisted of excavating two test pits, each 10 feet in depth, <br /> near the percolation test location. Test pit #1 was positioned near the existing <br /> homesite on the 39.3 acre parcel. Test pit #2 was excavated in the vicinity of the <br /> future homesite located on the 1 .5 acre parcel (see Figure 2 for locations) . <br /> v <br /> The soils in test pit # 1 consisted of brown, fine-grained silty sands from 0 to 3 feet. <br /> From 3 to 10 feet, the soil profile consisted of interbedded dense silts and fine- <br /> grained silty sands (ML - SM) . Soil encountered in test pit #2 consisted of brown, <br /> moist, silty sand (SM) from 0 to 10 feet.Soil moisture content in soil samples taken <br /> from test pits #1 and #2 were 17.7 and 17.2 respectively. <br /> Topography <br /> The regional topography of the area slopes approximately 0 to 2$ toward the west, <br /> ++ and is characteristic of the alluvial fans and floodplains which comprise this section <br /> of the valley. The topography of the site is level with an average elevation of <br /> approximately 48 feet above sea level. <br /> V <br />