My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2001-P04091 - repair septic system
Orono
>
Property Files
>
Street Address
>
F
>
French Creek Drive
>
1209 French Creek Drive - 10-117-23-23-0002
>
Septic
>
2001-P04091 - repair septic system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:21:04 PM
Creation date
12/1/2016 1:13:45 PM
Metadata
Fields
Template:
x Address Old
House Number
1209
Street Name
French Creek
Street Type
Drive
Address
1209 French Creek Drive
Document Type
Septic
PIN
1011723230002
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.
/
13
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
07/16/2001 22:17 FAX 763497�566 SP TESTING INC C�04 <br /> � � � � � PUMP SELECTI03�T�PROe�DjJRE <br /> 1. D etermine pump capacity: <br /> A. Gravity d�istribution <br /> 1. Minimum required discharge is 10 gpm . ���,�� <br /> 2. Maximum snggested�discharge is 4S gpm. For other ���{� ��r�� <br /> establibhments at least 10°10 greater than the water supply rate, ���I��� <br /> but no faster than the rate at which effluent will flow out of the <br /> disin�ution device. � . . <br /> B. Pressure distribution <br /> See pressure distribution work sheet <br /> From A or B Selected pump capacity; 5 gpm <br /> 2. Determine pumtp head requirements: �,,,`-�, ��Lo �L�� <br /> A. Elevation difference between pump astd point of discharge? � so0 heotment system <br /> &polnt of dischorge <br /> � feet • 'b �+sS.o <br /> B. Special head requirement?(See Figure at right-Special Head Require�ner�ts) tota� <br /> len <br /> �-- feet lnlet 2A,elevctfon <br /> C. Calcu]ate Friction loss p�� dlff�erence <br /> � � � ------- - - � <br /> 1. Select pipe diameter a '� , in �,y� <br /> ----------------------- -- -- <br /> 2. Enter Figure E-9 with gpm(lA or B) and pipe diameter (Cl). <br /> Read friction loss in feet per 100 feet from Figure E-9 Special Head Requfrements <br /> Friction Loss = I, 1 ft/�100ft of pipe Gravity Distribution 0 ft <br /> 3. Determine total pipe length from pump discharge to soil treatrnent Pressure Dlstribu�tion 5 t� <br /> digcharge point.Estialate by adding 25 percent to pipe length for <br /> fit�ng loss,Total pipe length times 1.25 =equivalent pipe length <br /> �0 feet x 1.25 = I � feet E-9y Frlctlon Loss In Ploatic Pipe <br /> � Pet 100 feot <br /> 4. Cal'cvlate total friction lass by multiplying friction loss (C2) � nominal <br /> in ft/100 ft by.the equivalent pipe length(C3) and divide by 100. ipa dlcmetor <br /> - I . 1 tt/100ft x i% +100=_ 1 ft flpm� �'�� Z~ �„ <br /> D, Total head required is the sum of elevation difference (A),spedal� 20 2•Q7 0,73 0.11 <br /> head requirements (B), and tvtal fricdon loss (C4) 25 3.73 1,11 0.16 <br /> � ft+ � ft+-- - � ft= 30 5.23 1,55 0.23 <br /> Tutal head: � feet 35 6.96 2.06 o.so <br /> AO 8.91 2.bd 0.39 <br /> 3. Pump selection a5 � ��,o� 3,28 o.Qe <br /> 50 13.46 3.99 0.58 <br /> 65 4.76 0.70 <br /> A pump must be selected to deTiver at least �.S epm 6p 5.60 0.82 <br /> (lA or B)with at lea9t � feet of total head (2D) 65 6.46 0.45 <br /> 70 7.44 1.09 <br /> I hereby certity that 1 have completed this work in accordance with applicable ordinances, rules and laws. <br /> �- � , � � (signature) 3� `� (license#) 3-a a-d 1 (date) <br />
The URL can be used to link to this page
Your browser does not support the video tag.