Agenda - 10-17-2000-9e - Laserfiche WebLink

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,~ 19 ~ 60 GPD CONVENTIONAL ~~~ Pt'~IP 20 360 GPD SHALLOW TRENCH CONVENTIONAL 21 360 GPD SHALLOW TRENCH CONVENTIONAL w/Pi]1~IP 22 360 GPD SHALLOW TRENCH CONVENTIONAL w/PUMP 23 360 GPD CONVENTIONAL w/PUMP 24 360 GPD EXISTING SYSTEM INSTALLED 1999 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 system, and pump requirement are subject to change based upon the application and site plan or plat submitted fc the Construction Authorization. The blocked areas on the accompanying plat are the limits 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 minimum of every five years by the health department as required by 15 A NCAC 18A .1961 (Maintenance of Sewage Systems). Ultra Shallow Trench Conventional Systems arc placed in areas with 24 inches or more of provisionally suitable characteristics and a 6 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 Systems are placed in areas with 36 inches ar more of provisionally suitable characteristics. The approved septic areas should be kept free of vehicular traffic, logging, grading and compacting ac~vities. 'This letter is to be used for planning purposes only and.does not constitute any approvals. The only form of approval is the issuance of Improvement Permit for each lot.