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2008-P12100 - new septic system
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2010 Colin Drive - 03-117-23-21-0014
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2008-P12100 - new septic system
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Entry Properties
Last modified
8/22/2023 4:34:12 PM
Creation date
4/20/2016 1:13:08 PM
Metadata
Fields
Template:
x Address Old
House Number
2010
Street Name
Colin
Street Type
Drive
Address
2010 Colin Dr
Document Type
Septic
PIN
0311723210014
Supplemental fields
ProcessedPID
Updated
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, ' ��.T��� �IE�,��C�"��I\T ��.O�C�I��_J�t� <br /> �1!e ]C��tr�Il-nB-a�ya� �uB���� �����n��a <br /> , �. ��-��n�� �i���-g��n�Il��n <br /> fl. Minirrnim required discharge is 10 gpin <br /> 2. Nlaximum suggestecl discharge is 45 g�rn. I�or otlzer <br /> establishments at least 10% greatei�than the water supply ra�te, <br /> but no faster than the rate at which efflu�ent will flow out of ih� <br /> disti-ibution device. �� <br /> lE�, �n•ce������ �Ils��a�g����Il�R� <br /> �ee �ressr.cr�e clistrz�ut�ot� zvork sheet <br /> ��l-��� .l-� �Il� �B ������e� ��n��a� �R����i�.ye -- P-`�-�-- ���Il-��a <br /> �, ����a-nx����_��nnl�� �����c� ����ya.u����a��0au�:�o <br /> �i. �Ievai�on difference between��ump amd point of c�ischai-g�? soii treatmentsystem <br /> �� feet �C point of discharge <br /> � pdyopDq°'qo,:� E''!�2� <br /> lE�. Sp�cial}l�ac� requirement? (See Figure nt right - Special Hend Reqi�irernents) total pipe <br /> �` IengPh <br /> � f�et � <br /> `- � � � 2A.elevation <br /> �. Calcula�te ��raetion ]oss inlet_,:`:°�'"=-'�'�' difference <br /> G�iPe `� <br /> �;------ -- -=: <br /> l. Select i�e diameter �- <br /> P 1 �_-i�1 ;�....-------- -. <br /> ;. <br /> , , ---- --�_►��l <br /> - ------------------------- <br /> '➢. �nter Figicre E-9 witl� ���m (1A or �3) and�ipF diameter (C1). °���-�'� <br /> gZead fr�i�ction loss ia7 f��t per 100 f�et fz�om Fi�u1-e F-9 �Special Head laequir�rr�en�ts <br /> I~rict7on Loss = �. �O ft/100ft of p�pe Gravity Distribut:ion 0 ft <br /> ;�. Deterrnine total pipe IeFZgth h-oin p�mp dis�lla-rge to soil treatanent Pressure Distribution 5 ft <br /> discllarg�poi��t. Estunate by addulg 25���a-c�n� i�pi�� ]eiigtll�or �' <br /> fitting 1oss. Total pipe length tiines 1.25 - equivalent pipe le:n�th � <br /> �k�'� Ieet x 1.25 =_�q�__fe�t �;9: �rac4ion Lo�s ira I I�s9ic �'op� <br /> �'�. Calculate total �-ictiort loss by multi�lyirig fri�ctiori loss (C2) P�� ������� <br /> P1�fT1l61CBA <br /> in ft/100 ft by tlie eqLEivalent pi�r� lengtlz (C3) an�l divid��y :t00. �ipe de�rr��et�U <br /> _ �� l� ft/100ft;. :� 1� =10d = .� ft Piow aa$� 1.5'� ��� ��� <br /> ----- �P7l <br /> �L. Total head req�_ii1-ed is tl�e sum of ele��ation differ�ea�ce (A),spe<�ial ��' 2.47 0.73 0.11 <br /> �Z�ead requu•eme��ts (I3), and total friction lc�ss (dv4) 25 3.73 1.1 1 O.l d <br /> a�_ff-+-_. � --�t+ .� _[t = 30 5.23 1.55 0.23 <br /> ..___,_.. <br /> �iCH$�ll� ��ct�s�it��: � ; .c`�, ���,'Q 35 6.9c5 2.06 0.30 <br /> - - ___ - - _ _ _ d0 8.91 2.64 0.39 <br /> � :�� .���LR��� ;��]���{�ll�:�� ----v 45 11.07 3.28 0.48 <br /> - _. 50 13.46 3.99 0.58 <br /> A puinp zntlsi be sel�ct�d to deliver at least_ 3_�__�pm 55 4.76 0.70 <br /> �0 ' 5.60 0.82 <br /> (1A or}3) with at leash�,�,.__f�et of foi:al head (2A�+) 65 <br /> 6.48 0.95 <br /> .,z�� °�- -- �'�.����- 70 7.44 1.09 <br /> I herel�y cereifj� that I have completed this worlc in accordance with a�plicaUle ordina.nces rules and laws_ <br /> ,� l� ����.-�=� �_a�_�? �"��?,F=� <br /> �"' F^ <br /> �_. �'���_�--,,,,.... (signalure) - �� (license I# o�."J--L��j <br /> __� ---�--- ) __..�.`_ (date) <br />
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