My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2010-00600 - mound septic system
Orono
>
Property Files
>
Street Address
>
F
>
Fox Street
>
2675 Fox Street - 04-117-23-43-0003
>
Septic
>
2010-00600 - mound septic system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:14:32 PM
Creation date
11/10/2016 12:36:41 PM
Metadata
Fields
Template:
x Address Old
House Number
2675
Street Name
Fox
Street Type
Street
Address
2675 Fox St
Document Type
Septic
PIN
0411723430003
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.
/
21
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 �ELECTION PROCEDURE <br /> 1. Determine pump capacity: <br /> , - A. Gravity distribution <br /> 1. Minimum required discharge is 10 gpm <br /> 2. Maximum suggested discharge is 45 gpm. For other <br /> estaUlishments at least 10%greater than the water supply rate, <br /> Uut no faster than the rate at wluch effluent will flow out of the <br /> disti-iUution device. <br /> �3. Pressure distril�ution <br /> See pressure distribution work sheet <br /> �roin A or B Selected puin� capacity: 3 � g�m <br /> 2. Determine pump head requirements: <br /> A. Elevation difference between ptunp and point of discharge? soil treatment system <br /> � �, feet <br /> &point of discharge <br /> O!�O'bo"e:: �JSZ <br /> I3. Special head requirement? (See Figure at righf - Special Head IZequirements) totol pipe <br /> -.� feet length <br /> inlet .�"�'"`�`"'""•� 2A.elevation <br /> G Calculate FricHon loss � difference <br /> pipe '� <br /> ,; <br /> ------- -- -�: <br /> 1. Select pipe diameter "�, � :� �: <br /> ,....�----- -� - <br /> '� '' ----���`� <br /> ---------------------------- - <br /> _ 2. nter Figure E-9 with �pm (lA or B) and pipe diameter (Cl). <br /> Read friction loss ui feet per 100 feet from Figure E-9 Special Head Requirements <br /> Friction Loss = I_____�ft/100ft of pipe Gravity Distribution 0 ft <br /> 3. Detennine iotal pipe length fi-om puinp discharge to soil treatment Pressure Distribution 5 ft <br /> discllarge poult. Estimate Uy adding 25 percent to pipe length for <br /> fitting loss. Total pipe length times 1.25 = equivalent pipe lerigth <br /> ' �- feet x 1.25 - 15D leet E-9: Friciion Loss in Plastic Pipe <br /> �.. <br /> 4. Calculate total friction loss by multiplying friction loss (C2) Pef �DO feet <br /> in ft/100 ft by the equivalent pipe length (C3) and divide b 100. nominal <br /> y pipe diameter <br /> = l �(� ft/100ft x /�(? =100 = � {t flow rate 1.5" 2^ 3° <br /> pm <br /> D. Total head required is the sum of elevation difference (A), special 20 2.47 0.73 0.11 <br /> head requirements (B), and total friction loss (C4) 25 3.73 l.l 1 0.16 <br /> ��� ft+ S ft+ �, _ft = 30 5.23 1.55 0.23 <br /> Total head: _��_fe�t 35 6.96 ^2.06 0.30 <br /> __ 40 8.91 2.64 0.39 <br /> 3. I'uinp selection 45 11.07 3.28 0.48 <br /> 50 13.46 3.99 0.58 <br /> A pump must be selected to deliver at least��prri 55 4J6 OJO <br /> (lA or B) with at least 5.60 0.82 <br /> -__�_feet of total head (2D) <br /> 65 6.48 0.95 <br /> 70 7.44 1.09 <br /> I hereby certify�hat I have completed this work in accordance with applicable ordu�ances, rules and laws. <br /> ���.-. �,� ,. �! �� M __ <br /> (signature) ��I �" (license#) �'} � � �"C��j' (date) <br />
The URL can be used to link to this page
Your browser does not support the video tag.