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12 <br />Woodgreen Subdivision <br />Tax: 3.57.3 <br />Revised Map dated 06 -17 -98 <br />LM <br />Desilm Flow <br />1= 3= = <br />Bp$ <br />1 <br />360 gpd <br />INNOVATIVE <br />ye s- <br />2 <br />2 <br />360 gpd <br />INNOVATIVE <br />yes <br />360 gpd <br />PPBPS <br />yes <br />4 <br />360 gpd <br />PPBPS <br />yes <br />5 <br />360 gpd <br />PPBPS <br />yp <br />-6 <br />360 gpd <br />INNOVATIVE <br />ye <br />7 <br />360 gpd <br />INNOVATIVE <br />yes <br />8 <br />360 gpd <br />INNOVATIVE <br />yes <br />9 <br />360 gpd <br />INNOVATIVE <br />no <br />10 <br />360 gpd <br />e s <br />yes <br />11 <br />360 gpd <br />PPBPS <br />yea <br />12 <br />360 gpd <br />PPBPS <br />yes <br />13 <br />360 gpd <br />INNOVATIVE <br />yes <br />14 <br />360 gpd <br />INNOVATIVE <br />yes <br />15 <br />360 gpd <br />PPBPS <br />yes <br />16 <br />360 gpd <br />INNOVATIVE <br />ya <br />17 <br />360 gpd <br />INNOVATIVE <br />yp <br />18 <br />360 gpd, <br />gpd, <br />no <br />19 <br />360 gpd <br />INNOVATIVE <br />no <br />20 <br />360 gpd, <br />NZ IN OVATIVE <br />no <br />21 <br />360 gpd <br />INNOVATIVE <br />no <br />22 <br />360 gpd <br />ENNOVATIVE <br />no <br />23 <br />360 gpd <br />INNOVATIVE <br />24 <br />360 gpd <br />INNOVATIVE <br />no <br />25 <br />360 gpd <br />INNOVATIVE <br />no <br />♦ The design flow is based upon do number ofbedrooms applied for by the property owner or . <br />developer. The design Row for a bedroom is 120 gallons/day (gpd). (e.g. 360 gpd - 3 bedrooms) <br />♦ An Innovative system is one of five types of space reducmg systems approved by the state. A 25% <br />reduction m nittification trench is allowed, when one of these types of systems are use& the property <br />owner or developer-requests the use of these types of systems. <br />♦ A Prefabricated, Permeable Block Panel System (PPBPS) u a specially constructed type of trench, that <br />is state approved that allows a 50% reduction in nitrification trench over a conventional system. The <br />Property owner does not have to squeal this type of trench system. <br />♦ The house locations ate provided by the property owner or developer as required by 15A NCAC 18A <br />.1900 -.1%9 (The haws and Rules for Sewage Trea=ent and Disposal Systems) <br />♦ The Design Flow, Type System, and Pump Requirement are subject to change based upon the <br />application for the Constuction Aud►arization. <br />♦ The blocked arena an tha acmapanyin,g plat are the limits of the provisionally suitable souls as <br />evaluated by the Orange County Health Department. Tbis document was prepared by OCHD on 11- <br />10-98. <br />