My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2016-01108 - new septic
Orono
>
Property Files
>
Street Address
>
L
>
Luce Line Ridge
>
135 Luce Line Ridge - 31-118-23-34-0007
>
Septic
>
2016-01108 - new septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:31:21 PM
Creation date
6/20/2017 10:53:10 AM
Metadata
Fields
Template:
x Address Old
House Number
135
Street Name
Luce Line
Street Type
Ridge
Address
135 Luce Line Ridge
Document Type
Septic
PIN
3111823340007
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.
/
26
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
��+.: C�STP Pressure Distribution � � � <br /> Minnesata Pollutinn QeS1 n Warksheet UNIVERSITY <br /> Controi enc � OF �INNESC?TA� �� `�,�'',, <br /> Project ID: v 05.73.14 <br /> 1. Media Bed Width: 10 ft <br /> 2. Minimum Number of Laterats in system/zone = Rounded up number of[(Media Bed Width - 4) = 3] + 1. <br /> ( �� - 4 ) * � _ �laterats Does not apply to at-grodes <br /> 3. Designer Selected Number of Laterals: �laterals <br /> Cannot be less than line 2 laccept 3n ot-QrQdes) _,.,, , <br /> 4. Setect Perforotion Spacing: 3.Q ft �T' <br /> <; <br /> .. , , ; ,�,�.* --,. <br /> 5. Select Perforation Diameter Size: 1/4 in 4 � -��-- <br /> ��4� <br /> 6. Length of Loterals =Media Bed Length • 2 Feet. <br /> 50 - 2ft = 48 ft Perjoration can not be closer then �foot from edge. <br /> 7 Determine the tJumber of Perforatfon Spaces. Divide the Length of Laterals by the Perforation Spacing and <br /> round down to the nearest whole number. <br /> Number of Perforation Spaces 48 ft = ��ft = 16 Spaces <br /> Number of Perforotfons per Latera( is equat to 1.0 ptus the Num6er of Perfaration 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 /> Perjorations Per Loteral = 16 5paces + 1 = 17 Perfs. Per Lateral <br /> Ma�amum tlumbec of Pcrfaratiars Per Late�al ttr�ar�te t 10%Dischs�e Y�ria�ion . <br /> t� P ara#�a�s 71321nci�Perfca�atiars <br /> Pipe i)iair�tter(Inches) Perforation Spacing P�e D+an�e�r 1�MksI <br /> Pefforation Spacing{Feetl 1 i1t 1h 2 3 �F�) 1 11i i�'� 2 3 <br /> 2 14 43 1d � b0 2 if 1B 2i 3+{, ; 6d <br /> 2� d 12 16 2B 54 2�t iQ 4�1 2Q 32 bai <br /> � 8 12 1b 23 S2 3 ` <9 14 , '�9 30 iE� <br /> 3116 kXt►Pe�Eorrtio�+s t/a hrd�Pe�ations <br /> P�rforari�Spac�r►g(Feet� �Dia�neter{lnchesl Perioration S�ci+� i�e Di�te�'t�ct+esl <br /> t tu tv� 2 3 t��) 1 t1t fri 2 3 <br /> 1 1! 1a ' 2b !!b �7 3 21 33 +�+1 74 ' 1�1 <br /> 11� i1 t7 2� !W 64 2Y: 2Q 30 N 69 i35 <br /> 3 12 16 t1 37 75 3 20 �4 3� 6r4 _ #2d <br /> 9. Totat Number of Perforotions equals the Number of Perforotions per Loteral multiplied by the Number of <br /> Perfarated Laterals. <br /> 17 Perf. Per Lat. X ��Number of�erf. Lat. = 51 Total Number of Perf. <br /> 10. Select Type of Manifotd Conneciion (End or Center): C{End O center <br /> 11. Se(ect Lacera!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.