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Nitrate Loading Study Page 5 <br /> Proposed Warehouse <br /> 26550 South Banta Road <br /> Tracy, California <br /> April 15,2014 CTE Job No. 20-2463G <br /> which uses the Hantzshe mass balance equation (source: Predicting Groundwater Nitrate-Nitrogen <br /> Impacts, Hantzshe, and Finnemore; 1992): <br /> 4.1 Current Off-site, Uy Gradient Sources of Groundwater <br /> A "Google Earth"TM search was conducted for a one mile radius up gradient from the project site <br /> to determine possible sources of nitrate-nitrogen. With exception of the Olin Alkali plant, the <br /> majority of up gradient land appears to be used for agricultural purposes. Agricultural production <br /> commonly uses nitrate-nitrogen based fertilizers. <br /> 4.2 Impact of Rainfall to the Project Site <br /> According to the United State Department of Agriculture (USDA, Soil Survey of San Joaquin <br /> County, California, dated October 1992), the average annual rainfall for the Tracy and the site <br /> vicinity is 101 inches per year, the Tracy Chamber of Commerce indicates annual rainfall is 10.6 <br /> inches per year. For the purpose of this report, an annual average rainfall of 80% of this value, or <br /> 8.5 inches per year, will be assumed, with approximately 20% estimated to be lost due to offsite <br /> drainage and evapotranspiration. <br /> Background levels of nitrate-nitrogen in groundwater in the vicinity of the site are elevated. The <br /> nitrate (as N) levels recorded in MW-5 and MW-9 (located within 200 ft up gradient of the site) <br /> have trended upward from 12f mg/L in 2005 to 17f mg/L in MW-5 (2007) and 171 mg/L MW-9 <br /> (2011) which were screened from depth 10 to 33 feet. The subject site is down gradient from these <br /> monitoring wells and from agricultural lands which may contribute a majority of nitrate-nitrogen. <br /> In addition, groundwater at the subject site would be typically expected to be at less than 30 feet <br /> below ground surface (bgs). Based on above, background levels of nitrate-nitrogen at the subject <br /> site can be expected to exceed the 10 mg/L regulatory standard. <br /> A background nitrate-nitrogen concentration of 17 mg/L is used for the purposes of this report, <br /> based on the most recent data available for the nearby monitoring wells (described above). <br /> 4.3 Current Onsite Sources of Nitrate <br /> There are no known sources of nitrate currently on the subject site. However, there is an existing <br /> drainage basin which could be considered to be a potential source if the source of runoff includes <br /> nearby agricultural areas which use nitratenitrogen-based fertilizers. However, after grading for <br /> site development is completed, runoff to the basin is expected to be controlled and limited to <br /> drainage of the site itself. <br /> 4.4 Proposed Future Onsite Sources of Nitrate <br /> A new septic system and leach field is proposed to service a future warehouse facility is the basis <br /> for this nitrate loading study. Details regarding the proposed system were not available at the time <br /> of this publication. This system will utilize a 500_ gallon tank and be expected to contribute 450 <br /> gallons/day of waste. This calculation is based on an estimated ten employees using fifteen gallons <br /> each per day, and an additional 150 gallons/day per bathroom for each of two bathrooms to be <br />