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i <br /> F <br /> UNDWATER INFORMATION <br /> S§ 4.1. Groundwater depths and elevations throughout San Joaquin County are <br /> maps published by the County Flood Control and Water Conservation District. The <br /> Fall 2016 Lines of Equal Depth Map indicate the groundwater depth under the property to be <br /> approximately 45 feet below grade. This depth can certainly be attributable to the past five years of <br /> drought. It is well known that the water table has been much shallower in this locale;to depths of <br /> 10-15 ft below grade. The Fall 2016 Lines of Equal Elevation Map illustrates the groundwater <br /> directional flow to be in a northeasterly direction. <br /> NLS§2.2, 3.1,SSS§2.1, 4.2. Since the surrounding properties have been farmed for a number of <br /> decades,the potential for nitrate contamination to the underlying groundwater aquifers can be <br /> considered significant. <br /> NLS§2.3,SSS§ 4.3,4.4,4.5,4.6. There are no on-site domestic or irrigation wells on the subject <br /> Parcel to be sampled to quantify nitrate concentrations. <br /> Calculation of Alkalinity Requirement for Nitrification <br /> The nitrate-nitrogen loading to the underlying groundwater is contingent upon the environmental <br /> factors required for nitrification to occur. These conditions include soil pore-space oxygen content, <br /> soil temperature,pH,electrical conductivity, organic matter, cation exchange capacity, and <br /> alkalinity. Alkalinity in wastewater effluent is derived from the City of Tracy well water,in <br /> addition to the introduction of wastes. Nitrification consumes approximately 7.1 mg of alkalinity <br /> for every mg of ammonia-nitrogen(NH4 N) oxidized. Nitrification of the average Total Nitrogen <br /> (TN) concentration of 62 mg/L, as determined on Page 6,would require: 62 mg/L NH4-N x 7.1 mg <br /> CaCO3=440 mg/L alkalinity. The alkalinity concentration in the City water is unknown,but <br /> certainly lower than 440 mg/L. Therefore,there is an insufficient alkalinity in the City water for <br /> acomplete nitrification to readily proceed without the introduction of wastes and the alkalinity within <br /> the soil environment. <br /> E. SURFACE WATER INFORMATION <br /> Storm water drainage management will be by on-site retention. Percolating rainwater will <br /> theoretically provide an indeterminable water table dilution effect to percolating wastewater effluent <br /> since the disposal area is down gradient from the south half of the property. However, as referenced <br /> in the next Section, rainfall in comparison to evapotranspiration is minimal. <br /> i; Climatic Data: Rainfall versus Evapotranspiration <br /> NLS§3.2. It is generally and scientifically accepted that when precipitation exceeds <br /> 4 ' evapotranspiration(Eto),deep percolation of surface rainwater may occur. Evapotranspiration <br /> z, refers to water evaporation that takes place both at the soil surface and transpiration by plants. <br /> The following Table illustrates rainfall and evapotranspiration for the Tracy area. Precipitation data <br /> was obtained from the Soil Survey of San Joaquin County. The conservative"2 years in 10"data <br /> was used and not the"average rainfall' data. Evapotranspiration data was obtained from the <br /> California Irrigation Management Information System(CIMIS): <br /> Chesney Consulting <br />