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lierracon Soil Suitability / Nitrate Loading Study <br />Morada Produce — Ag Processing Building e Stockton, California <br />May 14, 2021 & Terracon Project No. NA217014 <br />Septic <br />System <br />No. <br />Building <br />ID <br />Number <br />Hours of <br />Operation <br />per day <br />Number of <br />Employees <br />per day <br />Employee <br />Effluent <br />Number <br />Visitors / <br />Truckers <br />per day <br />Visitor <br />Effluent <br />Maximum <br />Septic Tank <br />Usage <br />Employee <br />GPO + <br />Visitor GPO <br />Average <br />Number <br />of Days <br />per <br />Year <br />Long <br />Term <br />ADF <br />(GPO) <br />(Sep-Oct) <br />Total Existing ADF <br />(Septic Systems 1, 2, 3) 12,148 <br />4 <br />Proposed <br />Ag <br />Processing <br />Building - <br />Southeast <br />Restrooms <br />9 <br />(Jul-Aug) 40 585 4 12 597 60 98 <br />12 <br />(August) 40 780 3 9 789 30 65 <br />Total Existing ADF + Proposed ADF <br />(Septic Systems 1, 2, 3, 4) 12,311 <br />ADF = Employee Effluent GDP + Visitor Effluent GPD x Average # days per year / 365 days per year <br />Refer to Section 1.3.7 for additional information regarding maximum septic tank usage. <br />The long term average daily wastewater flow for each septic system is listed as follows: <br />Septic System No. 1 - Northwest Restroom = 152 gpd <br />Septic System No. 2 — South Restrooms = 11,377 gpd <br />Septic System No. 3 — Northeast Restrooms = 619 gpd <br />Septic System No. 4 — Proposed Ag Processing Building = 163 gpd <br />It should be noted, five months of the year (April to June and August to September) the facility <br />ADF may exceed 10,000-gallons per day. The remainder of the year, ADF is below 1,462 gpd for <br />the three existing systems plus the proposed system. <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 />that commercial use will have higher concentrations of total nitrogen when compared to residential <br />use. For the purposes of the nitrate loading estimate, it is estimated that the average <br />concentration for total nitrogen in wastewater for the project is approximately 85 mg/L-N seven <br />months per year during a standard season and 75 mg/L-N five months per year during the peak <br />season. <br />2.3.4.2 Denitrification Estimate <br />Denitrification is an important process which occurs within the leach field whereby certain bacteria <br />utilize the oxygen in the nitrate (NO3) and release nitrogen gas (N2) to the atmosphere. <br />Denitrification is expressed as a percentage, and the normally accepted range is 10 percent to 35 <br />percent. Soils with higher clay content, moist soil conditions, high pH, and organic material <br />denitrify by about 35 percent, and soils with high sand content and fast percolation rates are <br />estimated to denitrify at a lower rate, about 10 to 15 percent. <br />Responsive • Resourceful • Reliable 17