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Soil Suitability/Nitrate Loading Study Irerracon <br /> Proposed Global Carrier Inc. . Manteca, California <br /> August 8, 2018■ Terracon Project No. NA187034 <br /> 1.3.7 Expected On-Site Maximum Septic Tank Usage <br /> According to Mr. Vieira, the existing residence is proposed to be converted to an office with break <br /> room for up to three people eight hours per day, five days per week. The existing septic system <br /> will service this new office. Mr. Vieira indicated that the proposed 8,000 SF trucking facility will <br /> require two bathrooms including two sinks and two toilets and a new septic system will be <br /> developed to service this new facility. Mr. Vieira indicated up to four employees will utilize the <br /> trucking facility eight hours per day, five days per week with up to ten visitors/truckers per day, <br /> year round. Mr. Vieira indicated one restroom in the new truck facility will remain open for visitor <br /> use 24 hours per day year seven days per week. Mr. Vieira indicated there are no showers <br /> planned for the facility. <br /> Based on a the San Joaquin County Onsite Wastewater Treatment Systems Standards (EHD 42- <br /> 014) dated January 2017, the office proposed usage rate will be calculated at 30 gallons per <br /> person per day similar to day workers at schools/offices. The truck facility proposed usage rate <br /> will be calculated at 15 gallons per person per day for similar to industrial buildings with no food <br /> cafeteria. Visitor/trucker usage will be calculated at 5 gallons per person per day similar to airport <br /> passengers. <br /> Based on conversations with Mr. Vieira, the property will have a maximum daily usage of 200 <br /> gallons per day (30 gallons per 3 office employees, 15 gallons per 4 tire/brake shop employees, <br /> and 5 gallons per 10 visitors/truckers). <br /> 1.4 Groundwater Information <br /> 1.4.1 Groundwater Depth and Gradient <br /> On June 25, 2018, groundwater was not encountered in our percolation test boring (B1) <br /> excavated to a depth of 3.5 feet below grade surface (bgs) or soil profile boring (132) excavated <br /> to a depth of 10 feet bgs. According to the San Joaquin Flood Control and Water Conservation <br /> District Groundwater Reports, groundwater depth and elevation maps dated Fall 2015 to Spring <br /> 2016, depth to groundwater lies between approximately 30 and 50 feet bgs with an anticipated <br /> northerly flow direction. The groundwater flow direction and the depth to shallow, unconfined <br /> groundwater, if present,would likely vary depending upon seasonal variations in rainfall and other <br /> hydrogeological features.Without the benefit of on-site groundwater monitoring wells surveyed to <br /> a datum, groundwater depth and flow direction beneath the site cannot be directly ascertained. <br /> 1.4.2 Potential Groundwater Contamination Issues <br /> The presence of nitrates is not uncommon in shallow groundwater aquifers in San Joaquin County <br /> and other parts of the Central Valley. Nitrate in groundwater occurs as a result of the application <br /> of fertilizers, livestock waste, and untreated septic tank waste. Nitrate is mobile and often <br /> accumulates in the shallow groundwater zones. <br /> Responsive■ Resourceful ■ Reliable 7 <br />