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17 <br />NOTES: <br />The design flaw 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 ='} bedrooms) <br />Proposed house locations are provided by the property owner or developer as required by 15A NCAC 18A .1900 - .1969. (The Law <br />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 plan or plat submittec <br />the Construction Authorization. <br />The blocked areas on the accompanying plat are the limits of the provisionally suitable soils as evaluated by the Orange County Hea <br />Department. <br />It should be noted that all lots having aconventional-type drain field with pump are reviewed at a minimum of every five years by th <br />health department as required by 15 A NCAC 18A .1961 (Maintenance of Sewage Systems). <br />Ultra Shallow Trench Conventional Systems are placed in areas with 24 inches or more of provisionally suitable characteristics and <br />inch soil cap is placed over the trenches. <br />Shallow Trench Conventional Systems are placed in areas with 30 inches or more of provisionally suitable characteristics.. <br />Conventional Systems are placed in areas with 3G inches or more of provisionally suitable characteristics. <br />The a raved se tic areas should be ke t free of vehicular trafhc to in rndin and ¢om actin activities. It is the respon: <br />of the property owner or developer to maintain the integrity of the septic areas prior to system construction and installation. No park <br />cutting, or filling shall be allowed. <br />This report is For planning. purposes only and does not constitute any approval. Lot approval is granted only in the form of an Impro~ <br />Permit. <br />