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� ' � "I���,;�t-� 7 �/ T�= <br /> � Design Flow and Soil Worksheet ••��j,�u ,.,�,.�. <br /> 1. AVERAGE D61GN t10W: ��—\1 <br /> a �snmacea�+�cro/: �so <br /> _ or Memvred Raw(GPO):riow tlmes safety factar ��� X � _ �� <br /> �.1 <br /> Deslqn Flaw: 750 Gallau Ver Day(GPO) <br /> e.Seprrc rmdc capaciry: zzso GaUms <br /> 'No[e:H a garbage dispa.ml�nit or other applia�ce with garbage grfnding abilities <br /> Number of Septic Tmd3 or Carq�artmeMs: �� (i.e.di5hwasAers)is antldpated or iru�lted,or if sevrage is punped W the sepUc <br /> tank,tfie sepdc tank mpacity rtnat be incrcased by 50.5 and multlple tanla or <br /> oomparUnents rtwst be used,plus an e(fluen[scmr�wtth an alarm. <br /> E/jluen[SQeen&Alarm 1 Yes <br /> Table I-De�gn Flow(Gallonz Per Day) Table II-Septic Tank Capacky <br /> Clu�ficatim d DwelHng Septic Tank Liquid M(nimum Capacitles Capacity with Garbage Disposal and/or <br /> Humber of Bedrooms ' ') m N N��B�� (Gailoas) Sewage Pumped to Tank' <br /> 2 or lezz 300 225 180 ' 3 or tess 1,000 1,500 <br /> 3 450 300 278 ' �or 5 1,500 2,750 <br /> d 600 375 256 ' 6a7 2,000 3.� <br /> 5 750 450 294 ' 8 or 9 2,500 3.750 <br /> 6 900 525 332 ' <br /> •Flows fa Classification IV dwellings are 60 pe�unt of the vaWes as deOertfined for Classffimtlan I,II ar III sys[ems. <br /> 2. SRE EVALUATiOl1: <br /> p,Depth to Llmlting lnycr: �inches 1.7 (t Table III <br /> 1.� <br /> B.Mmdmum Depth o(rystem: -16 ��{� -1.3 K Treadnent Levels of BOD BOD(mglLl <br /> (a negaWe msnber meafa a mamd system is required) Level C 125 <br /> �,Type oj SoH Treatment md Di�erml Mea: Mound ��ve{B 25 <br /> D.Type oi Dlstribution: level Preswre DlsMbutlon Lerel A 15 <br /> E Lm�dsrcpe Rusitlon: on contour <br /> F. Soi(TexWre Group Number: i � 1 (�� � <br /> L_J <br /> G.Percent Lmd Slope: ��� 120 % S(ppe = � s � x 100= � <br /> !. SOtL IOADMG RATES:Use either A or B.below <br /> A 7080 Table IX B• ��T�� Texture Grouip <br /> UETALLED SOIL DESCRWTIOHS(SOR PfT REQUIRm) <br /> � PERCOLATIUN TES�SQING IOADING RATE(GPD/'ft�) Soil Texture �OUp� <br /> ncave Medtum Sandy Loam <br /> oarse n i <br /> aster um 2 <br /> �re�� 6 0.1[0 5' 1.20 Fne Sand 3 <br /> 0.1 M 5(sdl texLue gro�3&5) 0.60 Coarse Loamy 4 <br /> tan oamy 4 <br /> Structiwa �Granular 6 to 15 0.78 Fne Loamy Sand 5 <br /> 16 to 30 0.60 Very Ft�e Loartry Sand 5 <br /> t to 45 0. oarse oam 6 <br /> Gnde � Weak ��O� 0.45 Medium Sandy Loam 6 <br /> 61-1 0 0.2� Rra Sandy Loam 7 <br /> ower 1 ery me San Loam <br /> Cornistence Loaae 'Rapidy pem�eable sotis see�80.2260 Loam 8 <br /> S t Loam 9 <br /> 5loweK m�sred percolatlaa 2te_ Y 1 <br /> ���l 0.76 Si ty C y Loam 70 <br /> Loadim}Rate: Sandy C y oam 10 <br /> Select Soil Loading Rate: � tY Y 11 <br /> y 11 <br /> G Design Lnadtng itate: 0.78 Y 71 <br /> 1. ORGANIC LOADING(H pretreatineM is being irsed) <br /> Oryanic Load"mg=Design F/ow X Estlmated BDD in mg/L in the efHueM%8_35+1,000,000(See Tabie�II) <br /> ��d 1( �mglL % 835 + 1.000.000 > �Ibs80D <br /> 1 f�ereby certify that i have completed th(s wotk in aomrdance with a11 appUmWe ord�.rules and laws. <br /> � <br /> Jpggpry Qtgpn f;-/R/ 810 10/29R008 <br /> - qxe terae te <br /> (// <br />