My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2016-01328 - septic
Orono
>
Property Files
>
Street Address
>
H
>
Hollander Road
>
215 Hollander Road - 25-118-23-44-0013
>
Septic
>
2016-01328 - septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:16:20 PM
Creation date
2/22/2017 10:28:19 AM
Metadata
Fields
Template:
x Address Old
House Number
215
Street Name
Hollander
Street Type
Road
Address
215 Hollander Road
Document Type
Septic
PIN
2511823440013
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.
/
42
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
� � OSTP Pressure Distribution <br /> MlnnesotaPollution Desi n Worksheet UNIVERSITY <br /> ConuolAgency � OF MINNESOTA 'L� <br /> ProjectlD: v 04.20.2016 <br /> 1. Media Bed Width: 10 ft <br /> 2. Minimum Number of Laterals in system/zone= Rounded up number of[(Media Bed Width -4) = 3] + 1. <br /> [( 10 -4) :3] + 1 = �laterals Does not apply to at-grades <br /> 3. Designer Selected Number of Laterals: �laterals <br /> Cannot be less than line 2 (accept in at-Qrades) „„ ,�,;,,, <br /> 4. Select Perforation Spacing: 3.0 ft ,°:; '�=Y = - <br /> i.- <br /> 5. Select Perforation Diameter Size: 7/32 in ` --'�"�"�""`""`�"'�"� �"'"" r '�� <br /> -r„� <br /> 6. Length of Laterals =Media Bed Length -2 Feet. """"°"°""'��""`� """""°"'""' �'�'"'� <br /> 63 - 2ft = 61 ft Perforation can not be ctoser then 1 foot from edge. <br /> � Determine the Number of Perforation Spaces. Divide the Length of Laterals by the Perforation Spacing <br /> and round down to the nearest whole number. <br /> Number of Perforotion Spaces 61 ft : �ft = 20 Spaces <br /> Number of Perforations per Laterol is equal to 1.0 plus the Number of Perforation Spaces. Check table <br /> 8. below to verify the number of perforations per lateral guarantees less than a 10%discharge variation. The <br /> value is double with a center manifold. <br /> Perforations Per Lateral = 20 Spaces + 1 = 21 perfs. Per Lateral <br /> Ma�dmim Nunber d Perfarations Per Lateral6o Guarantee<10l1 Dischuse Variatian � <br /> /. P aat�ons 7/32 Inth PerFaatiau <br /> Pipe Diameter(incfKs) PerForation Spaci� ��(�) <br /> ����(F�) 1 tii iK 2 3 �F�) 1 1Si 1H 1 3 <br /> 1 10 13 1e 30 60 2 ti 16 21 34 68 <br /> � a 12 16 2a 54 Y1rt 10 14 20 32 W <br /> 3 � 11 1b 25 52 3 9 1� 19 30 60 <br /> 3N6 hxh PerForatia►s 1/S Inch Perforations <br /> �Pe�n�) PetfotaEion Spacing P�e Oiame�tet(Inthes) <br /> P����B�F�) 1 1li tYt 2 3 (Feet) f 1�f tYe 2 3 <br /> t 12 ta 26 �d 87 2 21 33 44 7� 149 <br /> 2l4 12 17 24 40 80 ZS4 ?A 30 41 69 135 <br /> 3 12 16 Z2 37 15 3 20 29 38 N 138 <br /> 9• Total Number of Perforations equals the Number of Perforations per Latera( multiplied by the Number of <br /> Perforated Laterals. <br /> 21 Perf. Per Lat. X �Number of Perf. Lat. = 63 Total Number of Perf. <br /> 10. Select Type of Manifold Connection (End or Center): ❑ End � center <br /> 11. Select Lateral Diameter(See Table): 2.00 in <br />
The URL can be used to link to this page
Your browser does not support the video tag.