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Location : Teepee Drive i <br /> Stockton , CA. \ <br /> Dry Warehouse Storage <br /> Six em[ loyees total this location <br /> Industrial Building/No Food Cafeteria = 15 gallons per person <br /> Average Daily Flow <br /> 6 employees X 15 gallons = 90 gallons ADF <br /> Calculated Tank Capcity <br /> 1200 gallons base + 90 ADF = 1290 CTC <br /> Drainage Requirement <br /> 1290 CTC X . 25 soil factor = 322 . 5 ' of leach line <br /> Current Drainage <br /> 40 ' leach line plus 5 ' pit = 150' of equivalent drainage <br /> If you divide the 150' of existing leach line by the soil factor <br /> you would have a CTC of 600 gallons . Then if you divde this <br /> amount in half to allow for two days retention in the septic tank <br /> you would have 300 gallons ADF . <br /> 150 / . 25 = 600 CTC <br /> 600 / 2 300 ADF <br /> Consider : <br /> 1 toilet flush = 1 . 6 gallons � . <br /> 1 min. sink wash = 2.2 gallons <br /> Total = 3.8 gallons <br /> 300 gallons ADF / 3.8 gallons = 79 uses per day <br /> 79 uses/ 6 employees = 13. 17 uses per employee per day <br /> Based on 8. 5 hours per day, employees may use the restroom <br /> every 39 minutes. <br /> The existing drainage met the code at the time of original <br /> construct however no bathrooms were ever built . The current <br /> usage should not overburden the existing drainage. There is room <br /> for expansion should the need arise. Additional drainage at this ; <br /> point only results in added cost to me as the owner. <br /> s. <br /> i - <br /> s <br />