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12 <br />61 360 GPD CONVENTIONAL w,~PU~IP <br />6? 360 GPD CONVENTIONAL wiPiJivIP <br />63 360 GPD CONVENTIONAL w/PL1tiIP <br />lv'OTES: <br />The design flow is based upon the number of bedrooms applied for by the property owner or developer. The design flow For a bedre <br />120 gallons/day (GPD). (e. g. 360 GPD = 3 bedrooms) <br />Proposed house locations arc provided by the property owner or developer as required by 1 SA NCAC 1 SA .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 submitted <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 Heal <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 1 S A NCAC 18A .1961 (Maintenance of Sewage Systems). <br />Ultra Shallow Trench Conventional Systems are placed in areas with 2a 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 more. 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 Impro~ <br />Permit. <br />