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� � : �-�,��z� �,r�� <br /> : Design Fiow and Soil Worksheet '""'�� ""�" <br /> � 1. AVk7tAGE DESIGH FLOW: - . <br /> .l%```\\', <br /> A Fstlmated Flow(GPDJ: 750 <br /> or Memvred F7ow(GPO):ftaw[ime a(ety factor � <br /> �d X � � <br /> Design flow: � <br /> Gallua Per Day(GPU) <br /> 8.SePticTmik rapacity: � 2250�Galla�s <br /> ��� 'Note:I(a�rbege di pp <br /> Number of SepNc TarMs ar Compurbnents• � ��u�i[or Wher a ltanoe with garbage g�indiml abitltlPs <br /> - 2 (i.e.di�wayiers)is anticipated or insUUed,or if sewa4e'is WmPed to the septic <br /> �k tl�e sepdc tank capacity nKa[be i�creaxd by SO%and�Itiple[anla or <br /> EjJlurnt Soeen&A(am t Yes ���nts mat be�d,pha a�effluent sneen with an alartn. <br /> Tabie I-Dest4�Flow(Gallam Per DaY) <br /> ��assifl�atlon cf Dwe1N Table 11-Septic Tank Capacity <br /> Number of Bedrooms � II � Number of Be�400ms �Pdc Tank Liqutd Minimum Ca <br /> tll IV D�tles Capadty with Garbage Disposal and/w <br /> 2 or less 300 225 180 • (Galloru) SeM'a3e PumPe'd to Tank' <br /> 3 or lea <br /> 3 450 300 278 ' 4 or5 �.000 1�500 <br /> 4 600 375 256 • �'� 2.250 <br /> 5 750 450 , 6 or 7 2� <br /> � 8 or 9 3•� <br /> 6 � 5� 332 • Z'� 3,750 <br /> 'Raws for Qassifiotlon IV dwe(Ungs are 60 percmt of the vaWes az detenMnEd for Ciaai(iotlon I,II or III sysierns. <br /> 2 SfTE EVqLUATION: <br /> A DePth to timitlng Layer: 18 <br /> ��s 1.5 ft TaDle Iil <br /> B.Mmdrtunn Depth of system: -18 i� -1.S n Treatrtient Levels of gpp BOD(mg/L) <br /> (a negative rnrn6e�r mearts a marM rystem is re�{�� <br /> �� �u <br /> C Type oJ Soif Treivtment a�d pi�e�!qr�_ Mound <br /> Level B 25 <br /> D.Type of OEstri6uNon: Level Press�e DlsdibWon <br /> �evel A 75 <br /> E LmM�pe Patitlon: on contour� <br /> .. F.Soi(Texture Group Number: �� <br /> 6 <br /> � Run <br /> G.Aerrent Lod Slope: 6.0 % - �''�7 <br /> �� g � ' �J x 100= I 1 <br /> � 3. SOII,LOADlNG pqTE$:Use�fther A a B.below L_�J <br /> A . 7080 Tabte IX <br /> DETANED SOIL B' 70E0 Ta61e IXa '— <br /> �IP�ONS(SOIL P(T REQUIREp) <br /> � TeMure Group <br /> �� Medium Sandy Loam PEERGOLATION TEST SRINti LOADIHG RATE(GPDfft�) Sofl Te�cWre Group# <br /> 35tK �� 1 <br /> �e�� 6 0.1 to 5' 1.20 um Sa <br /> Fne Sand 3 <br /> 0.1 to 5(sdl tex0ure groups 3&5) 0.60 Coarse Loamy 4 <br /> S�� Granular � 6 to 15 0.� � °a� 4 <br /> 16 tn 30 Fi�e loartry Sand 5 <br /> G� � 1 W, 0_60 �neLoamySan 5 <br /> Weak 6�p o.24 Medii+n Sandy Loam 6 <br /> 6 <br /> n 1 � ��^ 7 <br /> � �- V�y me Loam � <br /> L�e �P��N Pe+�ble solls:see 7060.2260 Loam <br /> ���l S lf Loam y <br /> �oadio4 Rate: 0.78 � �west meaaaM{x�coladon ra0e: �� y wm 10 <br /> Silry Clay Loam lo <br /> � � � Y Loam 10 <br /> Select Soil Loadtng Rate: �Y Y 7 7 <br /> �' �����4��: 0.78 Y 17 <br /> Y 11 <br /> 4. OR6AlIIC LOADMiG(H Pretreatnxnt is being used) <br /> ��°j���Y=�3�Fbw X Estima[ed B00 in mg/L(n the effluent X 8.35+1.000.000(See Table III) <br /> ��� X��mB�� X 8.35 t 1.000.000 <br /> ` C�Ibs BOD <br /> �J <br /> ��Y�Y that i have cartp(Med thh work in aorordanoe with aU aPWicaDle <br /> a'dlna�K'cs.rules and lavvs. <br /> ��sePh Olso� <br /> 810 10/29/2008 <br /> � � � � <br />