My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1999-012056 (new septic)
Orono
>
Property Files
>
Street Address
>
C
>
Carriage Lane
>
2120 Carriage Lane - 10-117-23-24-0036
>
Septic
>
1999-012056 (new septic)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:22:14 PM
Creation date
2/17/2016 11:09:27 AM
Metadata
Fields
Template:
x Address Old
House Number
2120
Street Name
Carriage
Street Type
Lane
Address
2120 Carriage Lane
Document Type
Septic
PIN
1011723240036
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.
/
36
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
� , <br /> �� ' ['EZESSUKE UIS�i�RI_I3_l��I�l(_)N SYtiTCM �,�•„���xt�i��t�t,r�� <br /> � <br /> l �c�lei t numhc�r c�f perfc>ratc�d latc�rai� ___ _ 3__ 1? " <br /> ')uartcr inch �erlorahons s�acc�h�3' --. <br /> 2. Select perforation spacing = __ � _ feet. y"ot ro�:k <br /> 3. Since perforatic�ns should not bE� placed closer than 1 ft. to Per[SiL�ng 7/3��� �/�' <br /> the edKe of the rock layer (see dia�;ram), suhtract 2 ft. from Perf Spacin�; I.S-5' <br /> the rock layer length. <br /> R��� - 2 ft. _� feet. <br /> Requued Pvfonnm Discha+ge <br /> 4. etermine e number of spaces between perforations. �R������<«m, <br /> Divide the length above by perforation spacing and round °��` ;;�.� ; �.�.�. <br /> down to nearest whole number. """ ' <br /> 1.0a 0_56 0.74 <br /> Length perf. spacing = � ft. - .3 ft_ = spaces <br /> 2.Ob 0_SO 1.04 <br /> �3� �2� a.Use for single farruly homes <br /> b.Use for all other applications <br /> 5. Number of perforations is equal to one plus the number of <br /> perforation spaces . <br /> �S aces + 1 = Z I erforations/lateral ���ntunber of quarter inch perforations pe <br /> P P lateral to guamantee<10%discharge variation <br /> Perforation <br /> 6. Multiply perforarions per lateral by number of laterals to SPf�tjg j; j�i 2 <br /> get total number of perforations. 2_5 14 18 2$ <br /> � x � = 6.3 erforations. 3.0 13 17 26 <br /> perfs/lateral p <br /> 3.3 12 16 � 25 <br /> 7. Determine required flow rate by multiplying 4.0 11 1Jr 23 <br /> number of perforations by flow per perforation 5.Q 1Q 14 22 <br /> 3 � <br /> �2_ X � _`� <br /> P�s SPm/perf SPIIt. wu.�w�n wu� nT c�o o� vr�ssure oa�n,eur�or+ m�,. <br /> ....a. <br /> 8. If laterals are connected to header pipe as shown on upper � <br /> example, to select minimum required lateral diameter; enter F� i� �.. � <br /> table ��ith perforation spacing and number of perforations �� ,��'��� '�~- �' <br /> per lateral_ Select minimum diameter for � - '�T� <br /> perforated lateral = � �� inches. �� <br /> U.� � d KMu�u�(D�t u�Cw��1♦ <br /> WMCTYRL O�S�aMv��On w rUiK� <br /> �n�w.rc n�a�n� J�� <br /> �_wsw��a�e f�aC v �P�J` <br /> 9. If perforated lateral system is attached to manifold pipe near ��ro P-�`''�'�""�� <br /> ' ",..�a� <br /> the center, lower diag-ram, perforated lateral length and � , <br /> � <_.._�;;�,;..�,�..a ,. <br /> number of perfc�rations per lateral will b�� apprc�ximately one � <br /> �•a�, ---� ...�� <br /> half of that in ste�� 8. Using these values, select minimum ��., b �� ��;� <br /> diametcr f<�r �c>rforated lateral = � inches. ;� '� ,.�'`' ,,,,�,..,,_, <br /> � •,� ,,,,. � <br />
The URL can be used to link to this page
Your browser does not support the video tag.