Agenda - 05-16-2000-8i - Laserfiche WebLink

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20 360 GPD CONVENTIONAL 21 360 GPD CONVENTIONAL w/ pump 22 360 GPD SHALLOW TRENCH CONVENTIONAL w/ pump 23 360 GPD ULTRA SHALLOW TRENCH CONVENTIONAL w/ pump 24 360 GPD ULTRA SHALLOW TRENCH CONVENTIONAL w/ pump 25 360 GPD ULTRA SHALLOW TRENCH CONVENTIONAL 26 360 GPD ULTRA SHALLOW TRENCH CONVENTIONAL 27 360 GPD SHALLOW TRENCH CONVENTIONAL 28 360 GPD SHALLOW TRENCH CONVENTIONAL w/ pump 29 360 GPD SHALLOW TRENCH CONVENTIONAL w/ pump The design flow is based upon the number of bedrooms applied for by the property owner or developer. The design flow for a bedre 120 gallons/day (gpd). (e.g. 360 gpd = 3 bedrooms) The property owner or developer as required by 15A NCAC 18A. 1900 -.1969 (The Laws and Rules for Sewage Treatment and Disy Systems provides proposed house locations). The pump requirement is a function of house location and proximity to the provisional suitable soil area. The design flow, type system, and pump requirement are subject to change based upon the application and site plan or plat submitted the Construction Authorization for a Wastewater System. The blocked areas on the accompanying plat are the limits of the provisionally suitable soils as evaluated by the Orange County Heal Department It should be noted that all lots having a pump system are reviewed at a minimum of every five years by the health department as reqi: by 15A NCAC 18A .1961 (Maintenance of Sewage Systems). Conventional Systems are placed in areas with 36 inches or more of provisionally suitable characteristics. Shallow Trench Conventional Systems are placed in areas with 30 inches or more of provisionally suitable characteristics. Ultra Shallow Trench Conventional Systems are placed in areas with 24 inches or more of provisionally suitable characteristics.