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TABLE 3 <br /> WATER FABLE(WT)UNDERLYING EFFLUENT DISPOSAL.AREA; <br /> ANALYTICAI,"RESULTS OF TESTED CUNSTII'TJEN'TS <br /> SAMPLE ID_ NITRATE - TOTAL - TOTAL TOTAL Ec pH . <br /> = KJELpA1L N1IROGEN ALKAtiIlV1TX- <br /> NITROGLIY <br /> BDG J WT 85.1 mg/L 28 mg/L 113 mg/L 400 mg/L 41.1 mmhos/cm 6.9 <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 from the lower aquifers. Domestic water <br /> from the City of Tracy will be supplied for this project. <br /> Calculation of Alkalinity Requirement for Nitrification <br /> The nitrate-nitrogen loading from the wastewater effluent and the indigenous soil nitrogen is <br /> contingent upon the environmental factors required for nitrification to occur. These conditions <br /> include soil pore-space oxygen content, soil temperature, pH, electrical conductivity, organic <br /> matter, cation exchange capacity, and alkalinity. Alkalinity in wastewater effluent is derived from <br /> the City of Tracy well water, in addition to the introduction of wastes. Nitrification consumes <br /> approximately 7.1 mg of alkalinity for every mg of ammonia-nitrogen(NH4-N) oxidized. <br /> Nitrification of the Total Kjeldahl Nitrogen(TKN) concentration of 146 mg/L, from a septic tank <br /> sample that serves the existing Holly Commerce Center as discussed below, would require: 146 <br /> mg/L NH4-N x 7.1 mg CaCO3 = 1,037 mg/L alkalinity. The alkalinity concentration in the City <br /> water is unknown, but certainly lower than 400 mg/L found in the groundwater. Therefore, there is <br /> an insufficient alkalinity for complete nitrification to readily proceed without the introduction of <br /> wastes and the alkalinity within the soil environment. <br /> E. SURFACE WATER INFORMATION <br /> Storm water drainage management will be by on-site retention as engineered by Siegfried. <br /> Rainwater storage will theoretically provide a water table dilution effect to percolating wastewater <br /> effluent although this effect is indeterminable since the water table elevation and directional flow is <br /> variable throughout the entire project site. As referenced in the next Section, rainfall in comparison <br /> to evapotranspiration is minimal. <br /> Climatic Data: Rainfall versus Evapotranspiration <br /> NLS§ 3.2. It is generally and scientifically accepted that when precipitation exceeds <br /> evapotranspiration(Eto), deep percolation of surface rainwater may occur. Evapotranspiration <br /> 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. <br /> Page -5- <br /> Chesney Consulting <br />