Laserfiche WebLink
Location: 2860 Teepee Drive <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 k 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 /> it <br /> ********** <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 -_2Y2 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 /> t <br /> a <br />