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19 <br />20 <br />480 GPD <br />SHALLOW TRENCH CONVENTIONAL w/ pump <br />21 <br />480 GPD <br />SHALLOW TRENCH CONVENTIONAL w/ pump <br />22 <br />-480 GPD <br />SHALLOW TRENCH CONVENTIONAL w/ pump <br />23 <br />480 GPD <br />CONVENTIONAL <br />24 <br />480 GPD <br />SHALLOW TRENCH CONVENTIONAL <br />25 <br />480 GPD <br />SHALLOW TRENCH CONVENTIONAL <br />26 <br />480 GPD <br />ULTRA SHALLOW TRENCH CONVENTIONAL w /pump <br />27 <br />480 GPD <br />CONVENTIONAL <br />28 <br />480 GPD <br />CONVENTIONAL w/ pump <br />29 <br />480 GPD <br />SHALLOW TRENCH CONVENTIONAL w/ pump <br />30 <br />480 GPD <br />SHALLOW TRENCH CONVENTIONAL w/ pump <br />31 <br />.480 GPD <br />SHALLOW TRENCH CONVENTIONAL w/ pump <br />32 <br />480 GPD <br />CONVENTIONAL w/ pump <br />33 <br />480 GPD <br />SHALLOW TRENCH CONVENTIONAL w/ pump <br />34 <br />480 GPD <br />SHALLOW TRENCH CONVENTIONAL w/ pump <br />35 <br />480 GPD <br />SHALLOW TRENCH CONVENTIONAL <br />36 <br />480 GPD <br />SHALLOW TRENCH CONVENTIONAL <br />37 <br />480 GPD <br />SHALLOW TRENCH CONVENTIONAL <br />38 <br />480 GPD <br />SHALLOW TRENCH. CONVENTIONAL <br />39 <br />480 GPD <br />SHALLOW TRENCH CONVENTIONAL <br />40 <br />480 GPD <br />CONVENTIONAL <br />41 <br />480 GPD <br />CONVENTIONAL <br />The design flow is based upon the number of bedrooms applied for by the property owner or developer. The design flow for a bedroi <br />120 gallons/day (gpd). (e.g. 480 GPD = 4 bedrooms) <br />The property owner or developer as required by 15A NCAC 18A. 1900 -.1969 (The Laws and Rules for Sewage Treatment and Disp, <br />Systems) provides proposed house locations. The pump requirement is a function of house location and proximity to the provisional] <br />suitable soil area. <br />The design flow, type system, and pump requirement are subject to change based upon the application and site plan or plat submitted <br />the Construction Authorization for a Wastewater System. <br />