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septic design - general approval-final design with bldg permit
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4325 Lakeview Court - 06-117-23-43-0016
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septic design - general approval-final design with bldg permit
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Last modified
8/22/2023 5:29:05 PM
Creation date
4/19/2017 10:37:02 AM
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x Address Old
House Number
4325
Street Name
Lakeview
Street Type
Court
Address
4325 Lakeview Ct
Document Type
Septic
PIN
0611723430016
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�� �� as-rp n�au�,d ��5���► <br /> UNIVERSITY � <br /> ������� Vlfcarl�sheet > 1 l Slope OF 1V�INNES�TA ` � ,,�, <br /> � <br /> 1. SYSTEM SIZING: Project CD: v t}6,12.13 <br /> A. Design Flaw: 450 GPD T���..� ��cl <br /> B. Soil Loading Rate: �.45 GPDfft� co�nn��a�s�ort a���sorro��sae�r�aet�� <br /> Al�Ae�RP'�i4�N ttltT�S EtSNVC PERCQLA7�l1 tE57'S <br /> C. Oepth to E.imitin�Candition. 1.2 �t ��� �A.""a,°, <br /> �� � � � � <br /> D. Percent Land Stope: 6.0 9� `� � x�ro� � r�,w.�a,,, <br /> t�c'� �° s�> e'a�° , <br /> E. Desf�n Media �oading Rate: 1.2 GPOtftZ <br /> cG t 4 � <br /> F. Mound Absorption Ratio: 2.6q °"�°$ i.r 1 1.6 � <br /> tt t tm�6([�re syntl G.6 3 1 1.6 <br /> T�! ana kra sNne sai <br /> tiJliT€�!A ' RhT�S: g w�s o.re �t.s i �.� <br /> t6 to� 6.6 2 O,TB 2 <br /> � � -�cKiv�od' C <br /> Panc ttata � n�und ict�,rati�i �,°D a� a.s 2.e a�a s <br /> ttatac �so�a o.e� 2.e a.a z.e <br /> s 60mpi �.o. �.3.z.a<z.�;2.& a�� s,co,ao . a o.s s.a <br /> . >tao . , _ . <br /> St•I2Qmpi �t 5.0 <_12 <br /> » 'Systems with these values are not Type I systems. <br /> >_ rza r�;• ;S,Q= �b. Contour Loading Rate(tinear laadin�ratej is a <br /> recommended vatue. <br /> 2. DISPERSAL MEDIA SIZIFtG <br /> a• Calculate Dispersat Bed Area. Design Ftow= Desi�n Media Laading Rate=ft� <br /> 450 GPD = 1.2 GPDfft2 = 375 f�z <br /> If a targer dispetsal media area is desired, enter size: 380 ��z <br /> B. Enter Dispersat Bed Width: 10.0 ft Ccrn not exteed 1Q feet <br /> C. tatcuCate Contour Loading Rate: Bed Width X Design Medra Loading Rate <br /> iQ ftz X t.2 �GPD/€t� = 12.0 �galtft Can not exceed Tab(e f <br /> t3. Catculate Minimum Dispersat Bed Length: QispersaE Bed Area = Bed Wid€h = Bed Length <br /> 3$0 {�z � 10.0 ft = 38.0 ft <br /> 3. ABSORPTIdN AREA SIZtMG <br /> A. Calcutate Absorption Width: Bed Width X lvtound Absorption Ratio =Absorption Width <br /> 1(3.4 ft X 2.b = 26.0 ft <br /> B, For slopes>1%, the AbsorpCian Width is measurecf downhill from the ups[ope ed�e of the 8ed, <br /> Calcutate Dawnstape Absorption Width: Absorption Width - Bed Width <br /> 28.0 ft - 10.0 ft = 1b.fl ft <br /> . [115TRtBUTfON MEDiA: R�CK <br /> A. Media Volume: Media Depth X �ength X Width <br /> 0.50 ft X 38.0 ft X 10.0 ft= 140 ft3 = 27 = �7i�yd3 <br /> �_ _� <br />
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