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lierracon Soil Suitability / Nitrate Loading Study <br />Azevedo Property Acampo, CA <br />June 19, 2019 Terracon Project No. NA197009 <br />design purposes. Typically, use estimates for the sizing of septic systems include a peak use <br />factor, whereas the numbers discussed here are based on long-term averages. <br />The estimated sewage flow rates for use categories are available from a number of references. <br />The uses presented below were guided by the San Joaquin County On-Site Wastewater <br />Treatment Standards (OWTS) dated 2017, Crites and Tchobanoglous (1998), and EPA (1980). <br />Table 4-2 of the text from Crites and Tchobanoglous indicates that the typical residential use rate <br />is 70-gallons per day per bedroom. The EPA Design Manual (Table 4-6) indicates the typical use <br />rate is 45-gallons per day per resident. Based on a review of the United States Geological Survey <br />(USGS) California Water Science Center California Water Use 2010 Data, average daily domestic <br />use per capita was estimated at 69-gallons per day. The EHD recommends a residential use rate <br />of 70-gallons per person/day times two persons per bedroom. <br />The OWTS manual suggests that 15 gallons per person is typical for industrial building employees <br />which is similar to the agricultural building. <br />The following table presents the proposed septic wastewater use for the site. The rates presented <br />from the references provide general guidance but do not always reflect a match in usage. Should <br />any of the above information provided to our office change or is inconsistent with what is stated, our <br />office shall be contacted to make any necessary modifications to our calculations. Examination and <br />professional judgement, and experience shall be used when selecting a reasonable flowrate. <br />Table 10. <br />Typical Quantity of Effluent from Sources. <br />Category <br />Total <br />people <br />per day <br />Number <br />of <br />bedrooms <br />Average <br />effluent <br />quantity <br />per person <br />(gpd*) <br />Average <br />days of use <br />per year <br />Average daily flow <br />(gpd") <br />Residence 2 4 70 365 <br />(4 bedrooms x 2 people per bedroom <br />x 70 gal. per day x 365 days per year <br />/ 365 days per year = 560 gpd <br />Agricultural <br />Buidling 4 15 365 (4 employees x 15 gal. per day x <br />days per year)/365 days perye 60 <br />Total 620 gpd .. <br />*gpd - gallons per day <br />Based on a review of Table 10, the average daily flow for the existing residence is 560 gallons <br />per day. The proposed i-estroom for the agricultural building will add 60 gallons per day for a total <br />of approximately 620 gallons per day. <br />The average total nitrogen concentration of domestic wastewater is normally considered to be 20 <br />to 85 mg/L-N with 35 to 45 mg/L-N being typical (Crites and Tchobanoglous, 1998). It is estimated <br />Responsive Resourceful t, Reliable 15