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2 <br />20 480 GPD SHALLOW TRENCH CONVENTIONAL w/ pump <br />21 480 GPD - SHALLOW TRENCH CONVENTIONAL w/ pump <br />22 480 GPD SHALLOW TRENCH CONVENTIONAL w/ pump <br />23 480 GPD CONVENTIONAL <br />24 480 GPD SHALLOW TRENCH CONVENTIONAL <br />25 480 GPD SHALLOW TRENCH CONVENTIONAL <br />2fi 480 GPD ULTRA SHALLOW TRENCH CONVENTIONAL w/pump <br />27 480 GPD CONVENTIONAL <br />28 480 GPD CONVENTIONAL w/pump <br />29 480 GPD SHALLOW TRENCH CONVENTIONAL w/ pump <br />30 480 GPD SHALLOW TRENCH CONVENTIONAL w/ pump <br />31 480 GPD SHALLOW TRENCH CONVENIIONAL w/pump <br />32 480 GPD CONVENITONAL w/pump <br />33 480 GPD SHALLOW TRENCH CONVENTIONAL w/ pump <br />34 480 GPD SHALLOW TRENCH CONVENTIONAL w/pump <br />35 480 GPD SHALLOW TRENCH CONVENTIONAL <br />36 480 GPD SHALLOW 'TRENCH CONVENTIONAL <br />37 480 GPD SHALLOW TRENCH CONVENTIONAL <br />38 480 GPD SHALLOW TRENCH COl`NENTIONAL <br />39 480 GPD SHALLOW TRENCH CONVENTIONAL <br />40 480 GPD CONVENTIONAL <br />41 480 GPD 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 bedr <br />120 gallons/day (gpd). (e.g, 480 GPD ~ 4 bedrooms) <br />The property owner or developer as required by 1 SA NCAC 18A .1900 - .1909 (The Laws and Rules for Sewage Treatment and Dis <br />Sys~xns) provides proposed house locations. The pump requirement is a function of house location and proximity to the provision <br />suitable soil area. <br />The design flow, type system, and pump requirement ar'e subject to change based upon the application and site plan or plat submitte~ <br />the Construction Authorization for a Wastewater System. <br />