Agenda - 05-15-2001-9f - Laserfiche WebLink

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NOTES: The design flow is based upon the number of bedrooms applied for by the property owner or developer. The design flow for a bedroo~ 120 gallons/day (GPD). (e. g. 360 GPD = 3 bedrooms) Proposed house locations are provided by the property owner or developer as required by 15A NCAC 18A .1900 - .1969. (The Laws a Rules for Sewage Treatment and Disposal Systems) 'The design flow, type systexr~ and pump requirement are subject to change based upon the application and site plan or plat submitted fi the Construction Authorization. The blocked areas on the accompanying plat are the lirruts of the provisionally suitable soils as evaluated by the Orange County Health Department. It should be noted that all lots having aconventional--type drain field with pump are reviewed at a m~n~**+um of every five years by the health department as requited by 15 A NCAC 18A .1961 (Maintenance of Sewage Systems). Ultra Shallow Trench Conventional Systems are placed in areas with 24 inches or more of provisionally suitable characteristics and a E inch soil cap is placed over the trenches. Shallow Trench Conventional Systems are placed in areas with 30 inches or more of provisionally suitable characteristics. Conventional Trench Systems are placed in areas with 36 inches or more of provisionally suitable characteristics. The a roved se tic areas should be ke t free of vehicular traffic to in radin and com actin activities. It is the respansil of the property owner or developer to maintain the integrity of the septic areas prior to system construction and installation..- No parkin cutting, or filling shall be allowed. Drainage ways and-easements should be utilized to convey storm water run-off to the stormwater retention areas. These conveyances should not be located through designated septic drain field areas. This report is for planning purposes only and does not constitute any approval. Lot approval is granted only in the form of an Improve Permit.