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12 <br />61 360 GPD CDNVENTION~L wiPUI~IP <br />6? 360 GPD CONVEtiTIDNAL wiPUivIP <br />63 360 GPD CONVENTIONAL w/PUMP <br />NOT>~S: <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. 360 GPD w 3 bedrooms) <br />Proposed house locations are provided by the property owner or developer as required by 1SA 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 submitte~ <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 a conventiorial-type drain field with pump are reviewed at a minimum of every five years by tl <br />health department as required by 15 A NCAC 18A .1961 (1blaintenance of Sewage Systems). <br />Ultra Shallow Trench Conventional Systems are placed in areas with 2~1 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 36 inches or mare of provisionally suitable characteristics. <br />The approved septic areas should be kept free of all vehicular traffic, logging, grading and compacting activities. <br />This report is for planning purposes only and does not constitute any approval. Lot approval is granted only in the form of an Imprc <br />Permit. <br />a;;: <br />