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' �NDIVIUUAL SEWAGE TREATMENT SYSTEM WORKSHEET <br /> 3 P�� <br /> � FLOW Estimatcd Sewage Flows in Gallons per day <br /> A. Estimatcd y 54 gpd �6},�� <br /> measured x 1.5 = gpd um r <br /> SEPTIC TANK VOLUME of Typ�I Ty�[I Ty�[i[ Ty� <br /> B. � � � , C�O� gallons Bedrooms (V <br /> 2 00 225 ISO <br /> SOILS(Site evaluatior�data) 4 300 218 � <br /> or Ui. <br /> C. Depth to restricting layer= �O "�'" feet 5 750 450 294 v'�°`� <br /> D. Maximum depth of system C-3 ft = 3 � fect 6 900 525 332 �'��� <br /> E. Percolation rate �3 � � �- MPI.�rb�, �"•�,.c`„c."_ �ySa- ��N- laa.r.� 7 1050 600 370 �iu` <br /> F. Soil Sizing Factor 2•�sq ft/gpd (Sce table 3) s;2,;r►.� �t -},y Q� g 1200 675 408 �,,,,,,,,, <br /> TRENCH BOTTOM AREA <br /> Septic Tank Capacitics,in gallnns <br /> H. For trenches with 6 inches of rock below the pipe: <br /> Number of Minimum Li uiJ Li uid ca acit wi <br /> A x F= x = sq ft of bottom area IIodrooms Capacity9 garbage disposnl <br /> I. For trenches with l2 inches of rock below the pipe: <br /> A x F x 0.8= x x 0.8 = sq ft of bottom area 2 0�ie5: �iu <br /> � J. For trenches with 18 inches of rock below the pipe: a"o�6 ---i3� ' <br /> A x F x 0.66 =°�'�o x 2•� x 0.66$��sq ft of bottom area �•8°`9 2°c�o 3oc� <br /> o�u 9 ____._ <br /> K. For trenches with 24 inches of rock below the pipe: <br /> AxFx0.6= x x0.6 = sqftoflx�ttomarea <br /> BED BOTTOM AREA <br /> L. For seepage beds with 6 or 12 inches of rock below the pipe; <br /> 1.5 x A x F= 1.5 x x = sq ft of bottom area SoU Ch•rractcrlstics and Rcqulrcd Arcas <br /> for Scwagc 1Ycalmenl <br /> ROCK VOLUME IN CU FT <br /> Percolation Rate in Squam Gallons <br /> M. Rock depth below distribution pipe plus 0.5 foot times bottom area: n,u»��a ��,�n soar�x��� r�«P« ��e,Y� <br /> M=Rock depth(ft)+6 inches x Area (H,I,J,L or K) �M�� a■a«��� ��,R r� <br /> ( 1,�#t+ 0.5 f t)x�f=//�cu f t Fascu than 0.1 • Cwrse Sand - <br /> ROCK VOLUME IN CU YDS o.��s s��a 0.83 �.zo <br /> IV. Volume in cu ft divided b 27 0.��s I'inosand•• ►.b� 0.60 <br /> }� (�}�j' 6 w I S Sandy Loam 1.2? 0.79 <br /> M+27=cu yds�+27= `f�cu yds 16�� �� . 1.6� o.�o <br /> ROCK WEIGHT � �y m . oas <br /> stoW�:�„�60••• c�.y <br /> O. Cubic yards times 1.4 = tons �/ '--" ���- <br /> N x 1.4 = tons �7 x 1.4 = �i Ztons cJ�a..� Z a ?'rw <br /> DISTRIBUTION <br /> (Check one based on slope) <br /> r 1'•l•1•f•t•l•l•l•l�r�l•f.t T <br /> Bed (less than 6% slo�p� •ti fti j1 ft ft j1 f�.fti�ti�'.f�.�ti ft f Z jnCfl COVCT <br /> C" .ti•ti•'L•1•ti.ti.1,.ti.ti.�..•,.ti.ti. <br /> Trenches f'f•f j•f�r�f�f'��f�r�r�f "� <br /> •ti�t•ti•1•t• . �•ti ti <br /> .ti:�yf1:1f� ��r�.�fti: I <br /> �Drop boxes(any slope) f.f.f. :•;;fr;;r <br /> fti.ti.ti•ti <br /> •r•r•f• 'f•r�r�'r 4 inch Pipc <br /> Distribution box(level to slightly sloping) ,rtif~f~f: ,f;ftif;f <br /> ti•t•t•ti• • ti.�,.ti. <br /> TRENCH LENGTH '.'r'r'f•f' r'f:::f:f <br /> ti.ti.•,.,.ti. <br /> r•r•r•r•r•r•r•r•r�r�r�r%:�r <br /> P. Select trench width= 3 ft f�ftftiftiftif'��,'t ftiftftf�f�ftif <br /> jti•ti•'t•ti•ti•ti•ti•ti.ti.ti.`.ti.ti. <br /> .f.f.d.f.f.f.f.�.f.f.:•t.r �1 <br /> Q. Divide bottom area by trench wid th: (H, I,J,or K)+P= ti f;f;ft f�ltifti��fti f�f�fti fti� ���. <br /> lineal feet l�t:r:f:f:d�ftf����•����ti�ti� #ilinch <br /> f•f•r•t•r•l <br /> '''�'�'�'ti'ti'�'�'�'�'�'�'�' Rock Dclow thc I <br /> s�+ 3 =�I i nea 1 f ee t 1?,�?`r{rti�tir1rtirtirtir`�tirtif <br /> :�f�f�f�f�r�f�f�f�r�'�'�r�' I <br /> LAWN AREA ti.ti.ti.ti.ti•ti.ti ti.ti.ti.•,.ti.ti. <br /> ' f•f•f•r•l•f•f'f'f•l'f'f'f•r 1 <br /> 11t�l1ttirtil�f�rti�~������ti�ti� <br /> R. Select trench spacing,center to center= 7 feet `�f�'�f�`�f• <br /> S. Multiply trench spacing by lineal feet R x Q= sq ft of lawn area <br /> �x�=��'�sqft <br /> LAYOUT(Use other side) , <br /> 1.Select an appropriate scale;one square= 2O feet. <br /> 2. Show pertinent property boundaries, right-of-way,easements. <br /> 3.Show location of house,garage,driveway,aiid all other <br /> improvements, existing or proposed <br /> 4.Show location and layout of sewage treatment system. <br /> 5.Show location of water supply wcll. <br /> 6. Dimension all set backs and separation distai�ces. <br />