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Soil Suitability R Nitrate Loading Study Page 4 <br /> Proposed Same Winery,17521 Davis Rd,Lodi CA <br /> Project No, 670.I B <br /> July 22.2013 <br /> tasting room and the periodic special events do not fit well into any category of the EHD <br /> table. It is assumed that each tasting room customer will use the restroom two times and <br /> special events guests will use the restroom 4 times during their visits. Each restroom use will <br /> produce 2 gallons of sewage. _ <br /> The following table summarizes estimates of maw• um daily septic sewage Flow: <br /> Personnel Number —�Flow Rate Total Daav Flow <br /> Caretaker Residence 5 60 GPD ver Person 300 GPD <br /> Full Time Em to yces 4 15 GPD per Person 60 GPD <br /> Part Time Employees' 5 8 GPU per Person 40 GPD <br /> 7"actin Room Visitors" 200 4 GPD 800 GPD <br /> r" -_Marketing Meetin " ISO 8 GPD per Person 1.200 GPD <br /> Commercial Kitchen 150 3 GPD per Person for 8 events -1125.13P.D.. <br /> TOTAL MAX DAILY USE 2,825 GPD \ <br /> ` Assumes pan timers work-approx.half time. /1 <br /> •• <br /> Assumes'restroom visits each day m2 gals peruse fora maximum of 100 - <br /> "` Assumes 4 msuroom visits each day per person m2 gals.peruse. <br /> Using the 2,825 GPD number as the daily flow rate, the standard design criteria established by the EI D for <br /> unnmeroial systems suggests the septic tank:capacity should beat least 3,250 Won& \1i <br /> 2937 Venan m Ave.,#6240 Geo-Phase Enviroumeabd Inc. Phone: (209)569-0293 <br /> Modesto.CA 95356 Fax: (209)569-0295 <br />