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, � i <br /> %7/05/2003 � <br /> Page 1 <br /> I <br /> iNDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET I <br /> 4. �low Estimated GPD = 150 gallons � <br /> 3. SEPTIC TANK LIQUID VOLUME = 1250 galions <br /> �. SOILS (refer to site evaluation) <br /> 1. Depth to restricting layer= 72 inches <br /> 2. Maximum depth of system (C1-3ft) = 36 inches <br /> 3. Percolation rate = 30 mpi <br /> 4. Soil Sizing Factor = 2.20 sq.ft./gpd <br /> 5. Land slope= 12 0�0 <br /> ). DRAINFIELD REQUIREMENTS <br /> Infiltrator Model = High Capacity Chamber Model H10 I I <br /> Equivalent Rock De pth = 12 I n c h e s � <br /> Reduction Factor= 0.80 � � <br /> Square Footage Requirement= 264 sq.ft. �' <br /> Lineal Feet = gg ft � <br /> Number of Trenches = 2 ea <br /> Length of Trenches = 44 feet � <br /> D-11: �oil Charac#eristics and �il5izi�G �� <br /> Factor(g5p)(:•a se�ara5en) � � <br /> Yerc�iatian R.�te Soal Sitirtg fadar <br /> m�n��tr�,•r�rrft So:l T_Y.:ue - ..,r....r!.;.ii-_ <br /> �:n '� aer.3ttv,s+�tt; �.� <br /> E�s:ar:.�n�11' "c.l:.;:rand Cr.C�3 � <br /> A•1: fs�nated Se►nage Rows m CaBor�per Day l'�L G�: ldrdiurn an.�d Llf!3 <br /> L=.:r.-r•---� <br /> ui G�5" F1�e:ar�d 1 i; <br /> i <br /> (.G,t5 ,� <br /> b£df00IY15 aQSS� a4SS�� �5S��� C�5S IU '�'r.,3-;1,>:n t._, <br /> t d tp°i i L,,x117 t fo'' I <br /> 2 3Q0 225 i3J �,� '��t�1' _�lt I.,rn ,.�_i. <br /> _il t <br /> ,;F tr f 1_! <br /> � QJI� �� ?�a Ciff12 �nd�-dny -•�- � <br /> a �00 375 255 vo�:�s J,'`�•�'j <br /> �n•cC1 b.�t_Cr.. ��i�y �^n <br /> � 75� :J�1 �94 ` <br /> �fhe _�:,;�•,;�� <br /> b �4 v25 �2 C{055�. =}7l''c't!rd:71�7"' _il2�•.aa7 <br /> 7 1L�� E00 370 ll,Otlll '�T�s�stn�;t�c ca�,i�7 p rr:ar.-:,�sat;; <br /> 8 �1�Q L'J� g Pr�,at?��;:L•i!�cite)c�or�rd�l•11aUibatit,psvith <br /> � V'V �V C�Um�+� ftjl(�f�:h'�r.w+:t�tl?ij.:l�,:i5�'i1"�, i <br /> ^::�:I hr%iri�SCa�cc rn�x:�hne:3rid Fb.r�.�:f EirN sanj <br /> "'h'it{�ulv�ii ittit UA U fl�y, �. <br /> ...•hn.-�th�r cr�c 6:nn.an�:�a�;t�n rn vst t-�v�� t <br /> € <br /> f <br /> � <br /> I <br /> � <br /> � <br /> i . <br />