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y..~i .r <br />~• ., ''• C~rAxt~~ C~uun~~ :+H.eAi~ ~~~Artu~rt~ a ,~~ <br />a <br />s: 1«auhon ~ xkin, Chair Rosemary L. Summers, MPH, DrPH loner H. SaJv:+(a„d, vice Chu;, o <br />County Board of Healtl- Health Director ~ Camry Boat of Healeh <br />«»~d..~ <br />Eaviroameotal Aealch Division <br />Roei H+vld~vay, Divisiaa Dieecenr <br />30frC Regete Road, P.O. Boa: 8181 Phoe-e, (9191737x8181. xZ360 FAX: (919? <br />Hillsbaaouelt. NC Z7Z78 Betty Borladd Bevan Patterson Ctupd Hill D~t~ M <br />www.co.py~nQe.nc.us/nor enYlj(~ AdminieeratFVellpiseaat ~~ Offteea~lapatant (919) 968501 (419) 688.7331 (91<. <br />Apri127, 2000 <br />SOIL /SITE Evaluation Sumnnazy for. <br />SUNRISE SPRINGS <br />CHAPEL HILtt Township Map 119 Lot 16B <br />Map Dates Apri114, 2000 <br />LQ?~ - D W <br />1 600 GPD ~ SHALLOW TRENCH CONVENTIONAL <br />2 600 GPD SHALLOW TRffiVCH CONVENTIONAL <br />3 4$0 GPD S>;L0.I.LOW TRENCH CONVENTIONAL W/PUMP <br />4 4$0 GPD ULTRA SHALLOW CONYI3NTIONAL W/PU1VlP <br />S 480 GPD SHALLOW TRENCH CONVENTIONAL W/PtrMP <br />6 480 C3~PD ULTRA SHALI.ow CONVENTIONAL. w/PUI~ <br />7 480 GPD CONVfiNI'IONAL <br />s 60o GPD sH,aLLOw TRENCH corrv~,vTLONAL <br />'The design flow. is based upon the number of bedrooms applied for by the property owner or developer. The design flow for a be <br />120 gallons/day (GPD). (a g. 480 GPD ~ 4 bedrooms) <br />Proposed house locations ere psv~ided by the property owner ar developer as required by 15A NGAC 1$A .1900 - .1969. (The L <br />Rules foe Sewage Treatment sad Disposal Systems) <br />The desi~g~a flow, type ~~+ ~ Pip ~ am sobject to change based upon titre aPp and sib plan or plat sublmi <br />the Coashuction Alttheriaation. <br />1"}ae blocked areas oa the acwn~eaying plat are the limits of the provisionally suitable soils as evalvated by the Orange county H <br />Department. <br />It should be noted that all lots having aconventional-type drain f eld with pump ere reviewed at a minimum of every five years b; <br />health depard~ent as required by 1S A NCAC 18A .1961(Maimbmance of Sewage Systems). <br />