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D. GROUNDWATER INFORMATION <br />NLS§ 2.1, SSS§ 4.1. Groundwater depths and elevations throughout San Joaquin County are <br />illustrated on maps published by the County Flood Control and Water Conservation District. The <br />Lines of Equal Depth Maps indicates the depth to groundwater in the Spring of 1999 was 60 ft. <br />The Well Log for the new onsite domestic well indicates the standing water level depth was 82 ft <br />in February 2018; thus, a 20 ft drop in 22 years. The Lines of Equal Elevation Maps indicate <br />groundwater directional flow is in a northwesterly direction. <br />NLS§ 2.2, 3.1, SSS§ 2.1, 4.2. Properties to the north, south, east and west are currently in <br />agricultural production, dairy, and rural residential. Considering this area has been farmed for <br />decades, there is a significant potential for nitrate contamination to the underlying groundwater <br />from nitrogen fertilizer applications and residual organic matter decomposition. However, the well <br />water test results below indicate that this may not be the case at this point in time. <br />NLS§ 2.3, SSS§ 4.3, 4.4, 4.5, 4.6. There one domestic well on the property. The almond orchard <br />is irrigated by Oakdale Irrigation District water (OID). Test results in Appendix F illustrate the <br />nitrate as nitrogen concentration to be 4.73 mg/L, or approximately one-half of the Maximum <br />Contaminant Level (MCL). <br />TABLE 3 <br />BARBER DOMESTIC WELL: <br />ANALYTICAL RESULTS OF TESTED CONSTITUENTS <br />SAMPLE ID <br />NITRATE AS NITROGEN <br />DBCP/EDB <br />TOTAL ALKALINITY <br />Barber <br />4.73 mg/L <br />ND <br />148 mg/L <br />MCL = 10 m <br />Non -Detect <br />Calculation of Alkalinity Requirement for Nitrification <br />The nitrate -nitrogen loading calculation results are contingent upon the environmental factors <br />required for nitrification to occur. These conditions include soil pore -space oxygen content, soil <br />temperature, pH, electrical conductivity, organic matter, cation exchange capacity, and alkalinity. <br />Alkalinity in wastewater effluent is derived from the on-site well water, in addition to the <br />introduction of wastes in the effluent. 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 below, would require: 62 mg/L NH4-N x 7.1 mg <br />CaCO3 = 440 mg/L alkalinity. The well water provides 148 mg/L. Therefore, soil alkalinity and <br />alkalinity from wastes must provide additional alkalinity concentration for nitrification to occur. <br />E. SURFACE WATER INFORMATION <br />The rainfall recharge factor used in the Hantzsche-Finnemore equation below will be based upon <br />water balance documentation from Norman Hantzsche found in Appendix F. This Water Balance <br />Analysis of the Stockton area is applicable for this project according to Mr. Hantzsche. <br />Page -4- <br />Chesney Consulting <br />