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INTRODUCTION <br /> This report issues my investigative findings regarding the Nitrate Loading and Soil Suitability <br /> Studies conducted for the project referenced on the Title Page. These Studies were required <br /> because of new regulations enacted by the San Joaquin County Environmental Health Department <br /> (EHD)to determine if nitrate loading standards would be exceeded when new improvements <br /> occur on a subject Parcel. Specifically, concerns regarding nitrate loading could potentially occur <br /> when second unit dwellings are constructed on comparatively small parcels. <br /> SSS§ 1.1, 1.2. Mr. Seth Heatwole is proposing to construct a residential structure as a second unit <br /> dwelling on a Parcel owned by his Father. His Father's home is three bedrooms, two baths, and <br /> the second unit dwelling will also be three bedrooms, two baths, for a total of six bedrooms. <br /> SSS§ 1.3. The property is 1.46 acres as illustrated on the Assessors Parcel Map and is surrounded <br /> by almond orchards, rural residential structures, and a greenhouse operation to the north. <br /> Within the text of this Report, Bolded Section (§) numbers are referenced at the beginning of an <br /> applicable Paragraph(s), or Appendices that correspond with the EHD_Requirements Checklist. <br /> Section Numbers referenced as SSS§, are sections applicable for the Soil Suitability Study <br /> Requirements Checklist. Section Numbers referenced as NLS§, are sections applicable for the <br /> Nitrate Loading Study Requirements Checklist. Other portions of text may also apply to other <br /> sections of the Checklists, but may not necessarily be referenced. <br /> The following summarizes the investigative parameters included to complete this report: <br /> • A percolation test was performed for this study in the proposed location of the future filter <br /> bed disposal field. Test results indicate permeable soil. <br /> • Soil chemical testing was conducted on a sample retrieved from the percolation test <br /> boring. Physical testing of the soil sample included texture particle size analysis for sand, <br /> silt and clay content, and chemical testing analyses for the constituents that influence <br /> nitrate loading. <br /> • The nitrate loading to the on-site soils in combination with nitrate impact potential to the <br /> underlying groundwater from percolating effluent was found to be excessive by EHD <br /> Standards. Nitrate impact mitigation measures have been described in this report. <br /> SOIL INFORMATION <br /> NLS§ 1.1. The UC Davis Soil Web Map indicates the Map Unit Name to be a Tinnin loamy <br /> coarse sand, 0 to 2 percent slopes (#255). As referenced, a soil sample was retrieved from the 38- <br /> inch deep perc test boring for physical and chemical analyses. <br /> Page -1JJ <br /> - <br /> Chesney Consulting <br />