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Potential Groundwater Contamination <br /> Extensive water quality tests were conducted for the City of Tracy well (2,500 I.f. northwest of the <br /> project site). A multi-completion monitoring well was constructed to collect water quality samples at <br /> various depths. General mineral, physical, and inorganics were tested, indicating no results exceeded <br /> primary drinking water standards. TDS and some salts did exceed secondary standards. No organic <br /> contaminants were tested. Nitrate(NO3) ranged from 16.3 mg/I (upper zone at 370')to 4.5 mg/I <br /> (lowest zone at 550'). <br /> Water data was also collected from the well located at the project site (see below). Test results show <br /> several secondary drinking water standards exceed MCL's(TDS, chloride, sulfate, iron), and one primary <br /> drinking water standard (hexavalent chromium). Nitrate data collected from January, 2010 through <br /> November, 2016, show that nitrate is present, ranging from approximately 5 mg/1-N to 8.5 mg/1-N., <br /> However, data shows no clear trend in nitrate concentrations,so nitrate concentrations appears stable <br /> at this time. <br /> Currently there are no existing septic disposal systems within the development area of the proposed <br /> parcel. An aerial survey extending one (1)square mile from the proposed septic system location found <br /> one (1) on-site disposal system belonging to the Owens-Corning facility located east of the proposed <br /> development. Extending the survey beyond the square mile indicates that areas to the west, north,and <br /> east have, or area expected to have, public sewage collection systems, as they are within the City of <br /> Tracy planning boundaries. <br /> The proposed Septic System is proposed to be located at the northeast corner of the proposed parcel, <br /> directly adjacent to West Schulte Road. New developments in the area north of West Schulte Road will <br /> have public sewage collection systems, according to City of Tracy planning documents. <br /> Expected On-Site Maximum Septic Tank Usage <br /> Maximum expected septic usage on the Site would be from the proposed warehousing project. <br /> Calculations for maximum septic loading is from bathrooms and an employee breakroom for serving the <br /> projected maximum number of employees for the facility. No other wastewater sources are proposed. <br /> On-Site Wells <br /> A small domestic well is used for drinking water for the existing warehouse (SJCEHD identified as Schulte <br /> Road Warehouse Water System, 15000 W. Schulte Road,APN 209-24-025). 3 The well driller's report <br /> indicates the well was constructed in 1990, is 400' deep with perforations between 300'and 400' below <br /> grade, and a 10" casing. <br /> The proposed project will construct a small 8"well for potable water use in the building, and irrigation <br /> of low-water use plants and groundcover. Projected water demands are projected to range from <br /> 3 Actual parcel address is 14700 W.Schulte Road,Tracy,California(APN 209-240-034). <br /> 21 <br />