My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2008-P12035 - new septic
Orono
>
Property Files
>
Street Address
>
6
>
6th Avenue North
>
1940 6th Avenue North - 27-118-23-42-0003
>
Septic
>
2008-P12035 - new septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:21:56 PM
Creation date
1/16/2019 1:02:42 PM
Metadata
Fields
Template:
x Address Old
House Number
1940
Street Name
6th
Street Type
Avenue
Street Direction
North
Address
1940 6th Avenue North
Document Type
Septic
PIN
2711823420003
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.
/
18
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
. � • ' <br /> . PUMP SELECTION PROCEDURE <br /> All boxed recfangles must be entered,the rest will be calculated. <br /> 1. Determine pump capacity: <br /> A. Gravky Dlatribution <br /> 1.Minimum required discharge is 10 gpm <br /> 2.Maximum suggested discharge is 45 gpm <br /> For other establishments at least 10�greater than the water <br /> supply rate,but np faste�than the rate at which effluent will flow <br /> out of the distribution device. <br /> B. Pressure Distribution-see pressure design worksheet S°°he°f'r'er't svsfer" <br /> &p f I harge <br /> Selected Pump Capaclty: �gpm totai p�pe <br /> len <br /> 2A,elevaflon <br /> Inlet dliference <br /> 2. Determine head requirements: dr� <br /> ----�-- -- - <br /> A. Elevation difference between pump and point of discharge, -----_�---�-�� - <br /> 16 feet ....--•.................... ....... <br /> B, Special head requirement?(See F'�gure-Speclal Head Requirements) > <br /> �feet Speaal Head Requirements <br /> Gravity Distribution Oft <br /> C. Friction loss Pressure Distribution 5ft <br /> 1. Select pipe diameter �2 in <br /> 2. Enter Figure E-9 with gpm(1A�B)and pipe diameter(C1) <br /> Read�iction loss in feet 100 feet from Figure E-9 " � ���� c�� <br /> Friction loss= 1.55 ff/100 ft of pipe ���� <br /> nornfnoi <br /> pipe dame�Mat <br /> 3.Determine total pipe length from pump discharge to sal system discharge point. �+� �•5' �� �� <br /> Estimate by�ding 25 percent to pipe length for fitting loss. <br /> E uivalent i length times 1.25=total pipe length � 2.47 0.73 0.11 <br /> 250 ft x 1.25= 312,5 feet <br /> 30 5.23 1.55 0.23 <br /> 4.Calculate total fiction loss by multiplying friction loss(C2) 35 6.96 2.06 0.30 <br /> by the equivalent pipe length(C3)and divide by 100. <br /> FL= 1.55 ft/100h X 312.5 ft I 100= 4.8 feet 45 11.07 3,28 0.48 <br /> 50 13.46 3,49 0.58 <br /> D. Total head requirement is the sum of elevation difference(A),special � 5.60 0.82 <br /> head requirements(B),and total frictlon loss(C4). <br /> 16 ft + 5 ft + 4,8 ft 65 6.48 0.95 <br /> 70 7.44 1.09 <br /> Total Head: 25.8 feet <br /> 3. Pump Selection � <br /> 1.A pump must be selected to deliver at least 30 gpm(1A or B) <br /> with at least 25.8 feet of total he� 2D, <br /> I hereby ce 'fy that I have pl this wo�C in aocordance with all applicable ordinances,rules and laws. <br /> signature) ���O�. (license#) (date) <br />
The URL can be used to link to this page
Your browser does not support the video tag.