Orange County NC Website
Browse       Search
]fi 480 gpd Conventional <br /> 17 480 gpd Conventional <br /> 1a 480 ad Conventional <br /> 19 480 ad Conventional <br /> 20 480Ud Shallow Trench Convmtiooal <br /> 21 480gpd Sballow Trench Conventional <br /> 480 ad Conventional w/pump <br /> 23.. 4a0gpd Conventional <br /> 24 480 ad Conventional <br /> 25 48004 Convmfional w/pump <br /> 26 480 ad Convcntional <br /> 27 480 ad Conventional <br /> 28 480 ad Shallow Trench Conventional <br /> 29 480 ad Conventional <br /> 30 480 ad Bhaltow Trench Conventional <br /> 31 480 ad Shallow Trench Conventional <br /> 32 480 ad Conventional . <br /> Fs: <br /> The design Flow is based upon the nmaba of bedrooms applied Wr by the propertya r or develops. The <br /> flow fir abedroom is 120 gallons/day(ad). (a9.480 gpd=4bedmoms) <br /> Pr oposedhouset0caiomareprovidedbythepropertyow amdavelWp urequimdby15ANCACISA.1 <br /> .1969 Me Iowa and Rules for Sewage Tmntuent and Disposal Systems), <br /> The design Cow,type systmr, and pump requirement are subject to change based upon the application and s1 <br /> Plat submitted for the Wastexeta Construction Authorization. <br /> The blacked area on the accompanying pla are the limits of the provisionally suitable soils as evaluated by I <br /> Orange County Health Depamnmt. <br />