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16 <br /> 16 600 Bpd Shallow Trench Conventional <br /> 17 600 gird Shallow Trench Conventional w/pump <br /> 18 600 gird Uteri Shallow Conventional w/Immp <br /> 19 600 gird Conventional w/pump <br /> 20 600 tad Shallow Trench Convmticme w/pump <br /> 21 600 Wd - Shallow Trench Canventionai w/pump <br /> -22 600 gird Shallow'h hConventicnel <br /> NOTES: <br /> The design flow is based upanthe number ofbedmams applied forby the property owner or developer. Thedcsil <br /> flow for abedroom is 120 gallmu/day(gpd). (e g. 600 gpd m 5 belmmms) <br /> Proposeshouselacatiomarepmvidcdbytiespmpertyowm¢mdcvelop mmquvedby15ANCACIBA.1900- <br /> .1969(TheI ws and Rules for Sewage Tmahn®t and Disposal Systems). <br /> The design flow,type system,and pump regmrmaent are subject to change based upon the application end site pla <br /> plat submitted for the Wastewater Construction Authorization. <br /> The blocked areas on the accompanying plat ave the Emus of the provisionally suitable soils as evaluated by the <br /> Orange County Health DepaHm ort. <br /> It should be noted[hat all lots having a cavventionel-type drain field with pump are reviewed at a minimum of ens( <br /> five yens by the health department as msuiroi by ISA NCAC ISA.1961 (M.:"r......ce of Sewage System). <br /> Ultra Shallow Trench Conventional Syetene tree placed in anars with 26 inches or more of provisionally suitable <br /> millshe charactmiatice and a 6-10"soil cap is placed over the munhw. <br /> Shallow Trench Conventional Systems are placed m evens with 30 inches or more of provisionally suitable soil/Sit <br /> characteristics. <br /> Com'evtioral Trench Syat®s are placed in ems with 36"inches or more ofpravisimnlly suitable soil/Site <br /> chamdaistics. <br /> Imevative Trench Systems can be need m areas with 2A-36'bfprovisionally suitable sm/site characteristics. <br /> The rd d sepdc areas should be kept free of vehicular firsuffic,Itunfluz sonjump.and compacting activit <br /> It is the responsibility of me property owner or developer to maintain the integrity of the septic areas priorm sysh <br /> conattuction and installation. No parking,started of filling shall be allowed In u mound the drain field mesa. <br /> Drainage ways sod easements should be Ytllized to convey,storm water mn-off to the storm water remotion areas. <br /> These conveyances should not be located through designated septic&am field areas. <br />