My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2007-P11212 - septic
Orono
>
Property Files
>
Street Address
>
N
>
North Stream Road
>
541 North Stream Road - 25-118-23-34-0006
>
Septic
>
2007-P11212 - septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:14:48 PM
Creation date
2/12/2018 3:17:33 PM
Metadata
Fields
Template:
x Address Old
House Number
541
Street Name
North Stream
Street Type
Road
Address
541 North Stream Road
Document Type
Septic
PIN
2511823340006
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.
/
12
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
University of Minnesota Pump Selection Procedure - 10125104 <br /> All boxed rectangles must be entered,the rat wID be calculated. <br /> Om <br /> 1. Determine pump capacity: -arm <br /> A. Gravity Distribution <br /> 1.Minimum required discharge Is 10 gpm <br /> 2.Maximum suggested discharge Is 45 gpm <br /> For other tents at Wast 10%greater titan the water <br /> supply rate,but no fuer than the rate at which effluent vAT flow <br /> out of Be distrbution device. <br /> B. Pressure Distribution-see pressure design worksheet soil treatment system <br /> & t of discharge <br /> Selected Pump Capacity: Ogpm total pipe <br /> len <br /> 2A.elevation <br /> Inlet difference <br /> 2. Determine Total Dynamic Head(TDH) pipe <br /> A 'Elevation difference between pump and point of discharge. . <br /> 21fit - -- -- ---- ....... <br /> B. Special head requirement?(See Rgum-Special Head Requirements) <br /> ©fest Special Head Requirement <br /> Gravity Distribution Oft <br /> C. Friction las in supply pipe Pressure Distribution 5ft <br /> 1. Select pipe diameter in <br /> 2. Enter Figure E-9 with gpm(1A or B)and pipe diameter(C1) <br /> Read friction las In feet per 100 feet from Figure E-9 E-9 Friction Loss In Plastic Pipe <br /> Friction las= U 1°100 ft of pipe per 100 ft <br /> nominal <br /> 3.DeWmdne fatal pipe length from pump discharge to soil system discharge point Flow Rate plpe diameter <br /> Estimate by adding 25 percent to pipe length for friction las in fittings. m 1.58 2A0 T <br /> Pipe length times 1.25=equivalent pipe length X20,;, 2.47 qj b 1 <br /> 1.19 ift x 1.25= 1.3875 feet 25 3.73 1.11 0.16 <br /> 4.Calculate total friction las by multiplying fiction loss(C2) a 35 6.96 2.06 0.3 <br /> by the equivalent pipe length(C3)and divide by 100. <br /> Friction Loss= 290 ft/100ft X 1.3875 ft / 100: 4.0 feet 45 11.07 3.28 0.48 <br /> 00 Vbi <br /> D. Total head requirement is the sum of elevation difference(A),special 55 4.76 0.7 <br /> head requirements(B),and total friction las(C4). S6 Qat' <br /> 21 ft + 0 ft + 4.0 ft 65 6.48 0.95 <br /> 70 ?4d foil <br /> Total Head: 25.0 feet <br /> 3. Pump Selection <br /> 1.A pump must be selected to deliver at least 25 gpm(1A or B) <br /> with at least 25.0 feet of total head 2D). <br /> I hereby cxertily that i have completed this work in accordance%0 all applicable ordinances,rules and laws. <br /> (signs re) 810 (license#) 6/23/07 (Date) <br /> Page 1 of 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.