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26 <br />r:... <br />16 480 gpd Conventional <br />17 480 gpd Conventional <br />18 480 gpd Conventional <br />19 480 gpd Conventional <br />20 480 gpd Shallow Trench Conventional <br />21 480 gpd Shallow Trench Conventional <br />22 480 gpd Conventional w/pump <br />23 • • 480 gpd Conventional <br />24 480 gpd Conventional ' <br />25 480 gpd Conventional w/pump <br />26 480 gpd Conventional <br />27 480 gpd Conventional <br />28 480 gpd Shallow Trench Conventional <br />29 480 gpd Conventional <br />30 480 gpd ~ Shallow Trench Conventional <br />31 480 gpd Shallow Trench Conventional <br />32 480 gpd ~ Conventional ' <br />NOTES: <br />The design flow is based upon the number of bedrooms applied for by the property owner or developer. The desig <br />flow for a bedroom is 120 gallons/day (gpd). (e.g. 480 gpd = 4 bedrooms) <br />Proposed house locations are provided by the property owner or developer as required by 15A NCAC 18A .1900 - <br />.1969 (The Laws and Rules for Sewage Treatment and Disposal Systems). .. <br />The design flow, type system, and pump requirement are subject to change based upon the application and site pla <br />plat submitted for the Wastewater Construction Authorization. <br />The blocked areas on the accompanying plat are the limits of the provisionally suitable soils as evaluated by the <br />Orange County Health Department. <br />