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21 June 2019 AdvancedGeo <br /> AGE Project No. 19-4745 Environmental <br /> Page 10 of 14 <br /> 9.0. IMPACT OF NITRATE TO GROUNDWATER <br /> Due to the proposed commercial use of the property and the potential for nitrate leaching <br /> into the groundwater from the existing septic systems, a nitrate loading analysis for the <br /> future use of the existing septic system has been required by the EHD. <br /> 9.1. CURRENT OFF-SITE SOURCES OF NITRATE <br /> Septic systems and agriculture are sources of nitrates in the area of the site. The property <br /> is bordered by agricultural, commercial and residential lands which might provide a nitrate <br /> source. There are several residences within 1,000-feet of the site. <br /> 9.2. IMPACT OF RAINFALL CONTRIBUTION TO NITRATE LOAD <br /> The rainfall of the area has been estimated for the nitrate loading analysis. Deep <br /> percolation is estimated by calculating the average monthly rainfall and <br /> evapotranspiration of the site area. If average monthly rainfall exceeds average monthly <br /> potential for evapotranspiration (ETo) there is a potential for deep percolation without <br /> consideration for runoff. Average potential ETo was estimated from data obtained from <br /> the California Irrigation Management Information System (CIMIS) Holt Station #248. The <br /> average rain fall data for the area was gathered from the Western Regional Climate <br /> Center summary. The averages were calculated based on data collected between 1949 <br /> and 2006, the annual rain fall average for the area is 17.63 inches. <br /> O <br /> 9.3. CURRENT ON-SITE SOURCES OF NITRATE <br /> Septic systems, rainfall and agriculture (adjacent property to the east) are sources of <br /> nitrates (fertilizers) present on or around the property. <br /> The current site usage includes a small modular office building. The office contains one <br /> toilet and one sink that are used by employees on shift and visitors. Use of the office <br /> space includes hand washing and use of toilets. The reasonable or maximum usage of <br /> wastewater for the office building by workers and visitors is 30 gallons per day (gpd) per <br /> bathroom (5 gallons per person). <br /> The total nitrate-nitrogen (NO3_N) average concentrations in domestic waste ranges <br /> between 20 to 85 milligram total nitrogen liter (mg/1-N) with an average of 45 mg/I-N when <br /> washing and sanitation is considered. <br /> The weighted average calculation for total nitrogen concentrations for onsite commercial <br /> flow is proposed as the following: <br /> 0 Commercial volume 30 gallons per day (gpd). <br />