Agenda - 09-19-2000-9c - Laserfiche WebLink

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~,.~~, ., e, g •', . ~ •*~ ~ V/ i ~;{~~ V'~~;•~~ .~i F.LKi~ .~/1'L ~~I- i~LLi GOJn J` O u Rosema L. Summers MPH DrPH laandun ~. Klein. G+air ry r ~ lance H. 5onhaiared, Vta Clw,. o Oranse County Board of Heairh Hea~t}1 Director Oranga Counq Baard of Health ~''~ e.~•~"' ~•.n.d..~., Eaviroameed I3ealeh Division ltoa Holdvay. Dfivlsiaq Dieeeaoe 30bC Revere load, P.O. Box 8181 ' Phoaa (919) 732.8181. x2360 FAaG (919) ~ HilleborouBh, NC 27278 Beety Boe)and _ Sari?ar~ Panxsaoq ~~ ~ ~,~ Adminsasti~ne ~ ~ Office Assisnae (919) 9684501 (919) 688.7331 (919) Apri127, 2000 S~II. / Sl'TE Evaluation Summary for. SUNRISE SPRINGS CHAPEL HILIt Towpship Map 119 Lot 16H blap Daze Apri114, 2000 - O TYPE S 1 600 GPD ~ SHALLOW TRENCH CONVENTIONAL 2 400 GPD SHALLOW TRENCH CONVENTIONAL '~' 480 GPD SHALLOW TRENCH C01!TVF,NTIONAL W/PU1V>p 4 480 GPD ULTRA SHALLOW CONVENTIONAL. W/P'[J1Vlp 5 480 GPD SHALLOW TRENCH CONVENTIONAL W/PU1VtP 6 484 GPD ULTRA SHALLOW CONVENTIONAL W/PUMP 7 480 GPD CONVENTIONAL ' ~ boo GPD T i ow TRENCH corrvErrrlolvAL The design flow. is based upon the namber of bedrooms applied for by the property owner or developer. T1ae design flow for a bed 120 gallons/day (GPD). (a g. 480 GPD ~ 4 bedrooms) Proposed house locations are peovidcd try the property owner or developer as required by lSA NCAC 18A .1900 - .1949. ('The Lav Rules for Sewage Treatment and Disposal Systems) The design flaw, type system. sad pump requirement are sdiject tQ change based upon the application and site plan or plat submitte the Construction Aut4ari7atiooa, The blocked areas oa the accompanying Plat are the limits of tine provisionally suitable Soils as evatuaoed by the Orange County Hes Departme>cit It should be noted that all lots having a com-entional-type drams fold with pump ate reviewed at a aunimum of every five years by s health deparmtent as required by 15 A NCAC 18A .1961(Maiatenaace of Sewage Systems).