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25 <br />20 480 GPD SHALLOW TRENCH CONVENTIONr1.L w/ pump <br />Z 1 430 GPD SHALLOW TRENCH CONVENTIONAL w/pump <br />2Z 48D GPD SHALLOW TRENCH CONVENTIONAL w/ pump <br />Z3 480 GPD CONVENTIONAL <br />24 480 GPD SHALLOW TRENCH CONVENTIONAL <br />25 480 GPD SHALLOW TRENCH CONVENTIONAL <br />26 480 GPD ULTRA SHALLOW TRENCH CONVENTIONAL w/purup <br />27 480 GPD CONV'ENT`IONAL <br />28 480 GPD CONVEN'1ZDNAL w/pump <br />29 480 GPD SHALLOW TRENCH CDNVEN"ITONAL w/pump <br />30 480 GPD SHALLOW TRENCH CONVENTIONAL w/ pump <br />3 l 480 GPD SHALLOW TRENCH CONVENTIONAL w/pump <br />32 480 GPD CONVII~iTIONAL w/pump <br />33 480 GPD SHALLOW TRENCH CONVENTIONAL w/pump <br />34 480 GPD SHALLOW TRENCH CONVEN'ITONAL 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 CONVENTIONAL <br />39 4$0 GPD SHALLOW TRENCH CONVENTIONAL <br />40 480tiFD~. CONVENTIONAL <br />41 48Q GPD CONVENTIONAL <br />The design flow is based upon the numbs of bedrooms applied for by the property owner or developer. The design Aow for a bed <br />120 gallons/day (gpd). (e.g. 4$0 GPD' 4 bedrootns) <br />The property owner or developer as requixed by 15A NCAC 18A .1900 - .1969 (The Laws and Rules for Sewage Treatment and Di <br />Systems) provides proposed house locations. The pump requirerncnt is a function of house location sad proximity to the provisioi <br />suitable soil azea. <br />The design flow, type system, and pump regvaxernent ar'e subject to cl~an4e based upon the application and site plan or plat submit` <br />the Construction Authorization for a Wastewater System. <br />