My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2003-P06605 - new septic system
Orono
>
Property Files
>
Street Address
>
F
>
Fox Street
>
2530 Fox Street - 04-117-23-41-0010
>
Septic
>
2003-P06605 - new septic system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:13:24 PM
Creation date
10/21/2016 1:44:37 PM
Metadata
Fields
Template:
x Address Old
House Number
2530
Street Name
Fox
Street Type
Street
Address
2530 Fox St
Document Type
Septic
PIN
0411723410010
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
26
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
� � . �. ' . � . PUMP SELECTTO�I`�'�I�Tt��C�D�RE � <br /> 1. D etermine pwnp capaciiy: � <br /> A. Gravity d�stribution . . <br /> 1. Minimum required'discharge is 10 gpm � � <br /> 2. Maxumim suggested'discharge is 4S gpm. For other� � � � <br /> establishzn�nts at Ieas�10°�o gre�te'r�hazi the water supply rate, <br /> but no`faster than the rate at wh{ch effl�ient will flow out of the � <br /> disttibufion device. . � � � <br /> B. Pressure distribution . " ' � � <br /> See pressure�dz,stribution work sheet � <br /> From�A or B Selected�pump capacity:=gp� : <br /> 2. Determine pump head�requiremen#s: . . <br /> A. Elevation differerice between pump and point of discharge? • � soil treatment syst <br /> � �i' feet , . . ' &p int f ischar <br /> :Q��.�4�,b��.Qyi. <br /> B. Special head requixement? (See Figure at righf-Special Head Requi'reznents) , total (pe �s) <br /> S feet . , . len�t � <br /> � � Inlet � ' ��e�evatlon <br /> C. Calculate Friction loss � , p�pe difference <br /> 1. Select pipe diameter �•� ir► � ' ' � ��� � <br /> , <br /> , .. ...••...................... 2 <br /> �'13 <br /> 2. Enter Figure E-9 with gpm(lA or B)and pipe diameter(Cl). , � <br /> Readfrictionlossinfeetperx00feetfromFigureE-9 ' Spectal Head �Requ(rements <br /> Friction Loss = �_to ^ft/•100ft of pipe Gravity Distributlon 0 ft <br /> 3. Deternune total p�pe length frorri�pump discharge to soil treatment :pressure Dlstr(bUtion 5 fit <br /> discharge point. Estimate by adcling 25 percent to pipe length for • . <br /> fitting loss. Total pipe length times 1.25=equivalent pipe length ' ' <br /> '�l C7 feet x 1.2� = a1�3 feet • � �-9: FrlctJon Loss tn Plastic Plpe - <br /> 4. Cal'culate total friction loss by multiplying friction loss (C2) • Per 10o test <br /> in�ft/100 ft.b ,the e uiyalent. i e�Ien . • nominal <br /> Y Q p'p gth(C3) and divide by 100. pIpe d�ameter <br /> — �•lo ft/100ft x a b � y+1 0 0�_�f t ' flow rata I.5" 2" 3" <br /> • m <br />�. Total head required is.tlie sum of e7evation difference(A),speaal'�' 20 ' 2,47 0.73 0.11 <br /> head requirements.($), and total friction Ioss (C4) 25 3,73 1,11 0,16 <br /> ) �� ft+_ 5 � ft+-�_ ' . 30 5.23 1.55 0,23 � <br /> Total head: �.'�) 'feet 35 6.96 2.06 0.30 <br /> � • 40 8,91 2.64 0,39 <br /> . I'urnp selection � 4� � 11.0? 3,28 O.aB <br /> � 50 13,46 3,99 0.58 <br /> A pump must be selected to deliver at ieast . 3� � •Qvm • g� 4,76 0,70 <br /> "j 60 5.60 0.82 <br /> (1A or B) with at least�_feet of total head (2D) ' 65 6.48 0.95 <br /> . . 70 7,44� 1,09 <br /> I hereby certif.y that I have completed this work in accordance with applicable ordinances, •.rules and laws. <br /> � � ��- � ' ' (sig�rtature) 3� y (license#) — a•-0�- date <br /> � ) <br />
The URL can be used to link to this page
Your browser does not support the video tag.