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FThis� <br /> RODUCTION <br /> issues myinvestigative findings regarding the Nitrate Loading Study conduc7thisprojec . is Study was conducted because of new regulations recently implemented by <br /> Joaquin County Environmental Health Department(EHD)to ensure nitrate loading would not be <br /> exceeded when new development occurs on a subject Parcel. Specific concerns regarding nitrate <br /> loading could potentially occur when second unit dwellings are constructed on comparatively small <br /> parcels. <br /> Mr. and Mrs. Williams are proposing to construct a new building northeast of their existing <br /> residential structure that will be a combination of a metal barn-type structure and a second <br /> residential unit dwelling, sometimes referred to as a mother-in-law unit. The 2.00 acre property <br /> currently contains only their house. Nearby surrounding land use is rural residential. Land use <br /> further from the subject property is predominately agricultural and is illustrated by the attached <br /> Google soil map photo. As noted on the attached SJC District Viewer map, the subject property is <br /> located 0.5 miles north of the intersection of Copperopolis Road and Fine Road, southeast of the <br /> town of Linden, CA. <br /> Within the text of this Report, Bolded Section (§)numbers are referenced at the beginning of an <br /> applicable Paragraph(s), or Appendix that corresponds with the EHD Nitrate Loading Study <br /> Requirements Checklist. Other portions of text may also apply to other sections of the Checklist. <br /> The following summarizes the investigative parameters included to complete this report: <br /> • Soil chemical testing was conducted on a soil sample retrieved near the property <br /> improvement. Physical testing of the soil sample included texture particle size analysis and <br /> chemical testing analyses for the constituents that influence 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 quantified through calculations. An <br /> assessment of the characteristics of the on-site soils was made to discuss the mitigation of <br /> nitrate impact. <br /> • A well water sample was retrieved from the existing on-site domestic well for analysis of <br /> nitrate and alkalinity. <br /> SOIL INFORMATION <br /> NLS§ 1.1. The Soil Map indicates the Map Unit Name soil type is #236 and is <br /> 85% San Joaq n sandy loam ith the remaining percentages listed as unnamed soil types. As <br /> referenced, a soi as retrieved for physical and chemical analyses. The attached texture <br /> analysis reveals the on-site soils at the three-ft depth consists of Sandy clay loam,with sand, silt <br /> and clay percentages of 48%, 22%and 30%respectively. Therefore,the clay content can be <br /> considered significant. <br /> Page 1 of 7 <br /> Chesney Consulting <br />