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2007-P00755 - new septic system
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627 Ferndale Road North - 36-118-23-11-0029
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2007-P00755 - new septic system
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Last modified
8/22/2023 5:00:49 PM
Creation date
8/18/2016 12:41:21 PM
Metadata
Fields
Template:
x Address Old
House Number
627
Street Name
Ferndale
Street Type
Road
Street Direction
North
Address
627 Ferndale Road North
Document Type
Permits/Inspections
PIN
3611823110029
Supplemental fields
ProcessedPID
Updated
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- P�Jl�� S�'�,�C�'I�I\T I'�t.O�EI�i.J�� <br /> ��< ����I'&fl'�lYl� �31�%Y��➢ C��D�C���1: �, � <br /> ,. �. �aI['�Q7��37 Q�IS�I'g�lit�Odl ' ��?-� �`� ��• <br /> 1. Minimum required discha�ge is 10 gpm <br /> 2. Maximum suggested discharge is 45 gpm. For other <br /> establishments at least 10%greatei�than the water supply ra�te, <br /> brit no faster than the rate at which efflu�ent will flow out of the <br /> distriUution device. <br /> lE�, IL��°cE��i��T�� ��S{�II'YR��H�&�]I� <br /> See pressure clfstYibutio�� work slaeet <br /> ���r��u !� ��- � ��l��te� p�.n��� �����i�,ya -_ ��-- ���"� <br /> �e �������g�� �p�nnl� ]��a�� ����n��e�����t�: <br /> 1�. Elevation difference between pLunp and pqint of discharg�? soil treotment system <br /> ��_feet &point of discharge <br /> a°P�°no p°,; �'?.� <br /> 1�. Special head requirement? (See Figirre r�t right - Special Head Reqi�irements) total pipe <br /> *�� feet length <br /> inlet .�` ` ` 2A,elevotion <br /> �. Calculate Friction loss •-- � difference <br /> P�Pe `� <br /> , = <br /> :: <br /> �� ------- -- -= <br /> 1. Select pipe diamLter '�, ' � := ' <br /> Enter Fi ure E-9 with m 1A or B and <br /> ;: ;. <br /> '� ^-------------------------- <br /> ' -- ------ <br /> �• % gP ( ) pipe diameter (CY). <br /> Read friction]oss uz feet per 100 feet frorri Fig-�ire �-9 Special Head Requirements <br /> Friction Loss =���` ft/',100ft of pipe Gravity Distribut:ion 0 ft <br /> �. Deterinine total pipe length'fiom pump discharge to soil treat�nent Pressure Distribution 5 ft <br /> discharge point. Estunate by adding 25 percent to pipe lerigth�or <br /> fitting loss. Total pipe length tiines 1.25 = equivalent pipe le:ngth <br /> �� feet x 1.25 =_ 1�feet E-9: Friction Loss in PlasPic P'sp� <br /> �. Calculate total hiction loss by multiplyizl�friction loss (C2) P�r »�finet <br /> in ft/100 ft i�y tl-ie equivalenf pip� length(C3) and divide b 100. nominal <br /> __3�.�_ft/100ft;: �/ y fiow rafe � S ipe d2�rr�ete� <br /> ___�__._____-100 = �___--_ft pm <br /> ?U. Total head requir-ed is the sum of elevation differea-�ce (A.), special 20 2.4'7 OJ3 0.11 <br /> head requirements (B), and total frici�on loss (C�) 25 3.73 �.�� p �b <br /> ____�_ft+_ � ft+ � ft!= 30 5.23 1.55 0.23 <br /> ��Cl+��� �cf��IC�: � 1 �. ��'�$ 35 6.9c5 2.06 0.30 <br /> - �,.;���.....,....._---- ����� 40 8.91 2.64 0.39 <br /> � :�a .IP'�IlR��9 ������ll�:i� --- q5 11.07 3.28 O.dB <br /> 50 13.46 3.99 0.58 <br /> A puinp must be sel�cted to deliver at least_��� 55 4•76 0.70 <br /> m 60 <br /> (lA or�3) wiEh at]east_�_¢�pt of total liead (2D) 5.60 0.82 <br /> 6�� �� 65 6.48 0.95 <br /> �� 7.44 1.09 <br /> I hereby certif�� that I ave pleted this worl<in accoi-dance with applicable ordinances, rules and laws. <br /> .��._�.---�:}� �-� � <br /> - � "^-�--�-A--� (signature) �-�__(l�cense#) �_r�(�,--�'J <br /> ,__ _� _�(date) <br />
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