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10 September 2020 AdvancedCeo <br /> Project No. 20-6095 AnEmployee-Owned Compony <br /> Page 9 of 15 ^^ <br /> was observed by the EHD inspector. Based on the field measurements collected, the <br /> percolation rate for the parcel was calculated; the Percolation Test Rate Field Sheet is <br /> provided in Appendix D. <br /> 6.5. COMPLETED PERCOLATION TEST FORM <br /> After completion of the test, the EHD inspector reviewed the field data and signed the <br /> required EHD Percolation Test Rate form. Field measurements recorded during the test <br /> are included on the Percolation Test Rate Field Sheet provided in Appendix D. <br /> 6.6. POTENTIAL PROBLEMS PREDICTED <br /> On site soils within the shallow percolation test hole demonstrated percolation rates <br /> outside of the range for a standard septic system. <br /> 6.7. PERCOLATION TEST FINDINGS <br /> The shallow percolation test performed provided an unsatisfactory percolation test rate. <br /> The percolation rate of 0.56 minutes per inch (MPI) was calculated from data collected <br /> during the percolation test; the smallest reading over the 39-minute period was used to <br /> calculate the percolation rate. The use of the proposed septic system should follow the <br /> San Joaquin County OWTS Standards. <br /> 7.0. CHEMICAL AND PHYSICAL PROPERTIES OF SOIL <br /> Soil chemical properties were supplied by regionally sourced material for the surrounding <br /> area. <br /> 7.1. CHEMICAL AND PHYSICAL PROPERTIES OF SITE SOILS <br /> The dominant soil composition in the general area of the property was inferred from <br /> information provided by the United States Department of Agriculture's Soil Geographic <br /> Database (USDASGD). The USDASGD soil survey indicates two soil types for the <br /> property: 1) the northern half of the site is predominantly composed of Timor loamy sand <br /> having 0 to 2 percent slopes (#254); and 2) the southern half of the site is predominantly <br /> composed of Delhi-Urban land complex having 0 to 2 percent slopes (#143). <br /> The Timor loamy sand is composed of alluvium derived from granitic rock sources. Soils <br /> are described as moderately well drained, with a very low permeability, and salinity <br /> ranging from 0.0 to 2.0 millimhos per centimeter (mmhos/cm). The Timor loamy sand <br /> typically have the same chemical properties between surface grade and 56 inches bsg. <br />