My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2007-P11314 - new septic
Orono
>
Property Files
>
Street Address
>
W
>
Watertown Road
>
3855 Watertown Road - 32-118-23-33-0004
>
Septic
>
2007-P11314 - new septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:40:44 PM
Creation date
11/4/2019 9:56:05 AM
Metadata
Fields
Template:
x Address Old
House Number
3855
Street Name
Watertown
Street Type
Road
Address
3855 Watertown Road
Document Type
Septic
PIN
3211823330004
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
PUMP SELECTION PROCEDURE <br /> All boxed rectangles must be entered,the rest will be calculated. <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 <br /> For other establishments at least 10%greater than the water <br /> supply rate,but no faster than the rate at which effluent will flow <br /> out of the distribution device. <br /> B. Pressure Distribution-see pressure design worksheet soil treatment system <br /> &point of discharge <br /> Selected Pump Capacity: 28.6 gpm totallengpipe <br /> inlet 2A.elevation <br /> difference <br /> t <br /> r. <br /> A. Determine <br /> Elevatiddifferencebetween pump and point of discharge.ad requirements: pipe ' <br /> 20 feet <br /> B. Special head requirement?(See Figure-Special Head Requirements) <br /> 5 feet Special Head Requirements <br /> Gravity Distribution Oft <br /> C. Friction loss Pressure Distribution 5ft <br /> 1. Select pipe diameter in <br /> 2. Enter Figure E-9 with gpm(1A or B)and pipe diameter(Cl) <br /> Read friction loss in feet r 100 feet from Figure E-9 E-9 Fricion loss in Plastic Pipe <br /> Friction loss= 1.55 ft/100 ft of pipe Per 100 feet <br /> nominal <br /> pipe dameter <br /> 3.Determine total pipe length from pump discharge to soil system discharge point. flower 1. ' 2' 3' <br /> Estimate by adding 25 percent to pipe length for fitting loss. CIPM <br /> Equivalent pi22 length times 1.25=total pipe length 20 2.47 0.73 0.11 <br /> 150 Ift x 1.25= 187.5 feet 25 373 '.`.-`1 l 1 0:16 <br /> 30 5.23 1.55 0.23 <br /> 4.Calculate total friction loss by multiplying friction loss(C2) 35 6.96 2.06 0.30 <br /> by the equivalent pipe length(C3)and divide by 100. 40 8 41 k4 '.:._i:0 39- <br /> FL= <br /> 9FL= 1.55 ft/100ft X 187.5 ft I 100= 2.9 feet 45 11.07 3.28 0.48 <br /> 50 13.46 3.99 0.58 <br /> D. Total head requirement is the sum of elevation difference(A),special 55 4 76 - 'W. •i <br /> head requirements(B),and total friction loss(C4). 60 5.60 0.82 <br /> 20 ft + 5 ft + 2.9 ft 65 6.48 0.95 <br /> 70 7.44 1.09 <br /> Total Head: 27.9 feet <br /> 3. Pump Selection <br /> 1.A pump must be selected to deliver at least 28.6 gpm(1A or B) <br /> with at least 27.9 feet of total head(2D). <br /> 1 hereby th have plet s work in accordance with all applicable ordinances,rules and laws. <br /> nature) ��Q (license#) 9 (date) <br />
The URL can be used to link to this page
Your browser does not support the video tag.