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DEMOGRAPHICS Bogetti's Fruit Stand Tire Shop R.V.Park Hobby Shop/ Three Office Mini Self Water Orchard Computer Buildings: Storage Slide/Picnic Restaurant Education (6 Separate Park Businesses) st.Number 50 50 5 90 Spaces 10 (Est.) 50 20(Est.) 100 f Daily (3 mos./yr) ustomers st. Number 15 3 2 3 (Est.) 12 1 (Est.) 5 f Employees OTALS 65 53 7 93 13 62 21 105 The San Joaquin County Parcel Viewer Aerial photos illustrate the surrounding land use to the north, south, east and west of the subject properties is, and has been,predominately in agricultural production for last several decades. There is a slight possibility that the subject property will connect to a Vernalis municipal water and sewer several decades from now, if ever. B. SOIL PHYSICAL CHARACTERISTICS AND ANALYTICAL TEST RESULTS Soil characteristics for the subject parcels north of SR 132 have been documented and discussed in the submitted Soil Suitability Study. Soil characteristics for the parcel south of SR 132 consists of the following information: The project site has level terrain; consequently, there will be no need to incorporate septic system design, or effluent disposal considerations for slopes. The United States Department of Agriculture -Natural Resources Conservation Service (USDA- NRCS) (formerly the Soil Conservation Service) indicates the soils of the subject parcels to be entirely composed of a Capay Clay (#121). Information provided in the Soil Survey reveals the soil is deep and moderately well-drained, and has a high water table as a result of the application of irrigation water. Permeability is slow and available water capacity is high. As noted on the Field Percolation Testing Report, this soil description is similar to what was encountered in the percolation test borings. A generalized assessment of the subsurface soils was done near the north-center of parcel 255- 26-013, south of SR 132 to quantify potential nitrate impact. To accomplish this, a test pit was excavated with a CAT backhoe and a soil sample taken from five feet in depth. This test pit provided: 1.) A profile of the underlying soil characteristics, 2.) A soil sample for chemical analysis, 3.)Depth to groundwater, and 4.) A water table sample for nitrate analysis. The soil types encountered reveal the subsurface soil environment consists entirely of fine-grained materials, predominately clays with some silts. In my Soil Suitability Study for this project, two backhoe test pits were dug adjacent to the filter bed sewage disposal field that serves the entire existing facility. For convenience, the following chart summarizes the soil analytical test results from these two test pits, and the soil test results for the test pit dug for this Study. 3 Cfie_57 e COWUhing