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C <br />~'J <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />23 <br />29 <br />30 <br />31 <br />32 <br />33 <br />34 <br />35 <br />36 <br />37 <br />38 <br />39 <br />40 <br />41 <br />4so GPD <br />430 GPD <br />480 GPD <br />480 GPD <br />480 GPD <br />480 GPD <br />480 GPD <br />480 GPD <br />480 GPD <br />480 GPD <br />480 GPD <br />480 GPD <br />480 GPD <br />480 GPD <br />480 GPD <br />480 GPD <br />480 GPD <br />480 GPD <br />480 GPD <br />480 GPD <br />480-GPD <br />480 GPD <br />SHALLOW TRENCH CONVENTIOiV.4I., w/pump <br />SHALLOW TRENCH CONVENTIONAL w/ pump <br />SHALLOW TRENCH CONVENTIONAL w/pump <br />CONVENTIONAL <br />SHALLOW TRENCH CONVENTIONAL <br />SHALLOW TRENCH CONVENTIONAL <br />ULTRA SHALLOW TRENCH CONVENTIONAL w/purzsp <br />CONVENTIONAL <br />CONVEN'TTONAL w/pump <br />SHALLOW TRENCH CONVENTIONAL w/pump <br />SHALLOW TRENCH CONVENTIONAL w/ pump <br />SHALLOW TRENCH CONVEN'T'IONAL w/pump <br />CONVENTIONAL w/pump <br />SHALLOW TRENCH CONVENTIONAL w/pump <br />SHALLOW TRENCH CONVENTIONAL w/pump <br />SHALLOW TRENCH CONVENTIONAL <br />SHALLOW TRENCH CONVENTIONAL <br />SHALLOW TRENCH CONVENTIONAL <br />SHALLOW TRENCH CONVENTIONAL <br />SHALLOW TRENCH CONVEN170NAL <br />CONVENTIONAL . <br />CONVENTIONAL <br />The design flow is based upon the number of bedrooms applied for by the property owner or developer. The design flaw for a bed <br />120 gallons/day (gpd). (e,g, 480 GPD x 4 bedrooms) <br />The property owner or developer as required by 15A NCAC 18A .1900 - ,1969 (The Laws and. Rules for Sewage Treatment and Di <br />Systems) provides proposed house locations. The pump requirement is a function of house location and proximity to the provisio= <br />suitable sail area. <br />The design flow, type system, and pump requirement arc subject to change based upon the application and site plan or plat submitt~ <br />the Construction Authorization for a Wastewater System. <br />