Agenda - 12-11-2001-9f - Laserfiche WebLink

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I 16 600 Slid Shallow Trench Conventional w/ Pump 17 600 Slid Shallow Trench Conventional wi Pump 18 600 glad Conventional w,Pump 19 600 Spit Shallow Trench Conventional w/ Pump 20 600 glad Shallow Trench Conventional w/PUmp 21 600 glad Shallow Trench Conventional w/Pump 22 600 gpd Conventional w/ Pump 23 600 glad Shallow Trench Conventional w/ Pump 24 609 god Conventional w/ Pump 25 600 Slid Shallow Trench Conventional w/Pump 26 600 glad Shallow Trench Conventional w/PUmp NOTES The design flew is based upon the number cfbedmoms applied for by the property owner or developer. Thedwi flow for a bedroom is 120 galloria/day (glad). (e. g. 360 glad = 3 bedrooms) Proposed house locations are provided by me property owner or developer as required by 15ANCAC 18A.1000 .1969 (The Laws and 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 pl, plat submitted for the Wastewater Construction Authodemion. The blacked areas on the accompanying plat are me limits of me provisionally suitable soils as evaWated by the Orange County Health Department. It should be noted that all lots having a conventional -type drain held with pump are reviewed! at a minimum of zv five years by the health depadment as reported by 15A NCAC 1SA .1961 (Maintenance of Sewage Systems). Ultra Shallow Trench Conventional Syncing are placed in areas with 24 inches or more of provisionally suitable smilsite characrinstics and a 6 -10" soil cap is placed over the trenches. Shallow Trench Conventional Systems are placed in areas with 30 inches or more of provisionally suitable sail /si characteristics. Conventional Trench Systems are placed in areas with 36' inches or more of provisionally suitable wilisim characteristics.