My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2000-P02627 - septic
Orono
>
Property Files
>
Street Address
>
J
>
Jacobs Mill Road
>
3680 Jacobs Mill Road - 32-118-23-24-0009
>
Septic
>
2000-P02627 - septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:40:07 PM
Creation date
3/14/2017 1:07:29 PM
Metadata
Fields
Template:
x Address Old
House Number
3680
Street Name
Jacobs Mill
Street Type
Road
Address
3680 Jacobs Mill Road
Document Type
Septic
PIN
3211823240009
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.
/
22
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
t -. <br /> ' � P�ZESSURE DISTRIBUTIOIV SYSTEM <br /> 1. Select number of perforated laterals � <br /> 2. Select perforation spacing = � ft. <br /> 3. Since perforations si�ould not be placed closer than 1 ft. to <br /> the edge of the rock layer (see g. E-14), subtract 2 ft. from the <br /> rock layer length. <br /> � Z - 2ft. = �odit. <br /> Rnck laycr lenRth <br /> 4. Determine the number of spaces between perforations. <br /> Divide the length above by perforation spacing and round E-17a <br /> down to nearest whole number. <br /> TAB OFPERFORAT[ON tSCHARCESItiG�".' <br /> Head Perforado�ciiacnete:(mches) <br /> Length perf. spacing =�v4 ft. = 3 ft. _ �Q spaces 13z �!a <br /> �3) �?) 1.Oa 0.56 0.7� <br /> 1.5 0.69 0.90 <br /> 5. Number of perEorations is equal to one plus the number of 2.ob °.�" l.a� <br /> 2.5 0 F9 1.17 <br /> perforation spaces . 3.0 o.ya i.=s <br /> 4.0 1.13 1.4i <br /> 20 s aces + 1 = Z/ s.o 1.26 1.65 <br /> p pe:forarions/lateral aUse 1.Ofoot of head fo�residential systems. <br /> bUse 2.0 feet of head Eor other establishments <br /> 6. Multiply perforations per latera:by number of laterals to <br /> get total number of perforations. E-17b <br /> � G/ ' . ►W�e�Jlw�r�ar M qu�v s!IMaer:s�lue�l y <br /> {u�mr<t 0�QsO�{�r�p1ym <br /> x = �o erforations. ��� <br /> larerals prds�arerat p ""�'""°' 1.25 inch 1. inch � 2.0 ir,_n <br /> 2.5 14 18 2�3 <br /> 7. Deter.nine required flo�rr ra*e by cnultiplying 3;3 tz i6 � z <br /> number of perforations by flow per perforation a.o ti ts � �� <br /> (see page E-17) s.o io ia l 2, <br /> SA� � ^ <br /> �rs X ,�:���-� ������ �:_�5 <br /> ...�,a,�.�.,��..�„��,,.,.,.b,a� <br /> -,� <br /> 8. If laterals are connected to heade:pipe as shown on page E- <br /> � <br /> 15, select minimum required lateral diameter from table on � �,��:.,- <br /> page E-17;enter table with perfc�rati�n spacing ar.d number �'" ,,.•�''' iv- ( <br /> of perforarions per lateral. Sele�:;ninimum diameter for �'�� <br /> perforated lateral = inches. <br /> F,-12 <br /> ,--�.�.:.�_;��- <br /> � 9. If perforated latPra: ;ti-stem is attached to manifold pipe near �'��'s_„.�r. <br /> the cent�r, a�: on page E-12, perforated lateral length and "`' � <br /> numb�r of perforations per lateral will be approximately one ��"'�� � <br /> ...�� <br /> half oE that in step 8. Using thesQ values, select mini _.. . ,,,r <br /> diameter for perfurated lateral from page E-17 as �� �.�•'� '- <br /> inches. <br />
The URL can be used to link to this page
Your browser does not support the video tag.