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UEC Document No.: R3579901 <br /> February 8, 1999 <br /> 3.2 Known &/or Suspected Nitrate Sources <br /> In general, a primary source of nitrate groundwater contamination tends to be from dairy farms and other <br /> farming operations where large quantities of livestock reside. No such farming operations exist on or <br /> adjacent to the subject site. Additionally, certain food processing plants have the capacity to discharge <br /> waters which contain relatively high levels of nitrogen which is eventually transformed into nitrates. Vidor <br /> Foods, existing to the east of the subject site and east of State Highway Route 99, may be a source of <br /> elevated nitrates; Victor foods appears to be down gradient of the subject site and could therefore be <br /> expected to have minimal impact on the groundwater beneath the subject site. However, groundwater <br /> gradients have a tendency to fluctuate, especially in agricultural areas; as a result, the impact of the Victor <br /> Foods site upon the subject site groundwater can not be reliably established without the collection of <br /> groundwater samples. It is not recommended that this analysis be performed as part of this Lot Line <br /> Adjustment process. <br /> The maintenance of the vineyard existing to the north of the drainage ditch has not resulted in highly <br /> r <br /> elevated levels of Nitrogen /Nitrates in the soil at a depth of 5 feet below grade. More specifically, the <br /> Nitrate/Nitrogen levels in the soil are reported as being 1.7 ppm (see FGL Analytical Report in Appendix E). <br /> 3.3 Groundwater Impact Analysis <br /> The groundwater impact analysis presented below has been developed by Hantzche and Finnemore to aide <br /> engineers and septic system designers /planners in assessing the long term potential impact that domestic <br /> sanitary systems may have on groundwater with respect to nitrate contamination. The simplified prediction <br /> of nitrate impacts of on-site sewage disposal systems over a defined geographical area is made by <br /> constructing a mass balance, considering only inputs from waste water and recharge of rainfall and losses <br /> due to denitrification in the soil column and the upper portion of the aquifer. The most favorable soil <br /> conditions for denitrification are (a) the abundance of organic carbon sutrate, (b) high soil moisture content, <br /> and (c) high soil pH.' Denitrification losses range from 1 to 75%, 25% being the most typical. The <br /> assumptions applied in the following analysis are believed to accurately represent existing subject site <br /> conditions. Essentially, the nitrate concentration reaching the upper portion <br /> Hantzche and Finnemore, "Predicting Ground-Water Nitrate-Nitrogen Impacts", Ground Water journal, <br /> Volume 30, Number 4; July-August 1992 <br /> 5 <br />