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1! <br />16 ti00 gpd Shallow Trench Conventional w/Pomp <br />1] fi00 gpd Shallow Trench Canvrnliowl w/Pump <br />IB GOO gpd ConventiorW w/PUmp <br />19 fi00 gpd Shallow Trench Conventional w/Pump <br />20 fi00 gpd Shallow Trench Conventiowl w/PUmp <br />21 fi00 gpd Shallow TrencM1 Comenlional w/Pump <br />22 600 ~d Convendonal w/Pomp <br />23 600 gPd ShaEOw Trcvch Cavvanfioml w/Pump <br />24 600 SPd Conventional wl Pwnp <br />25 600 gpd Shallow IYench Convendonal w/YVmp <br />2fi 60o gpd SM1allow TrencM1 Conventional wRump <br />NOTES: <br />The design flow is based uponthenumber of bedrooms applied [or by the pcopcny owner or developer The Jeaig <br />Itow Corabedroom is 120 gallovs/dey (gpd). (e.g. J60 gpd=26edrooms) <br />Psupused house locations are provided by the property owner or developer as rerluiral by I SA NCAC I SA 191111- <br />-1969 (The Lows and Rules f r Sewage Tmatmmt aM Disposal byname). <br />The design flow, type system, and pump myuiranev[ am sntgect ~o cM1anga hazed upon IM1e applicaYivn and sitepla <br />plec submitted fpr the Wastewater Covstmction quthonzaROV. <br />The blocked arras on the accompanying plat azc the Omits of the provisionally suitable soils as evaluated by the <br />Osange County Hullh Department. <br />It should be noted that all lots having aconventional-type drain Eeld wiN pomp aze reviewed at a mirdmum of eve <br />flue years by the Fee11M1 depanms~t az requireol by ISA NCAC 18A.1961 (Main[mvnceof Sawaga Systems} <br />UI[ra Shallow Trench Convennonal5ys[wss are plxd N areas with 24 inches or more ofprovisiovally nrimble <br />soiVSi[eehamc[erinics and a 6l0" soil cap is pWwd over the trenches. <br />Shallow Trep<h Convevtio~ul Systems arc placed w arras with 3o wchcs or mote of provisionally suitable soiVSrt <br />Characteristics. <br />Covvevlional Treneh Systems are placed in arcaz with lfi"inches ormore ofpm ~nonally suitable soil/site <br />nhamcle[]atiaa. <br />