My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
septic info
Orono
>
Property Files
>
Street Address
>
S
>
Sixth Avenue North
>
2145 Sixth Ave N - 27-118-23-31-0014
>
Septic
>
septic info
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:19:42 PM
Creation date
1/17/2019 3:40:12 PM
Metadata
Fields
Template:
x Address Old
House Number
2145
Street Name
6th
Street Type
Avenue
Street Direction
North
Address
2145 6th Avenue North
Document Type
Septic
PIN
2711823310014
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.
/
25
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
r • <br /> c.; • <br /> pRESSURE D[STRIBUTION SYSTEM <br /> 1. Select number of perforated laterals � <br /> 2. Select perforation spacing = .3 ft. <br /> 3. Since perforations should not be placed closer than l ft. to <br /> the edge of the rock layer(see p. E-14),subtract 2 ft. from the <br /> rock layer length. <br /> �o -2ft. =�ft. <br /> Rock layer IenRth - <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. ..„ k,. ,:. . "' - F �,ti,: <br /> ; , , �, .: , . . , <br /> • Head herforadon diaaleter iiith�s) <br /> Length perf. spacing =�ft. + .3 ft. =1�spaces <br /> i.o� o.sb o.;a <br /> (3) (2) �s o.90 <br /> 5. Number of perforations is equal to one plus the number of 2.Sb os9 i.ii <br /> perforation spaces . a.o o.9s i.se <br /> 4.0 1.13 1.4i <br /> �/ p _ /_� p � 1.i6 t.b� <br /> / S aces + 1 — erforations/lateral .ux tA foot of F,ead Eor residmtial systems. <br /> bUse 2A feet of head for other establlshments <br /> 6. Multiply perforations per lateral by number of laterals to <br /> get total number of perforations. E-17b <br /> �W�iw�Y�wr�f W jdw��rlr�lr� . <br /> -�— x —L� -�S� erforations. '�"`"` ""� <br /> latenl� peds/lateral P �'�'� inCh 1 u1Ch .Oinch <br /> 2.S 14 18 28 <br /> 7. Determine required flow rate by. multiplying 3 3 i2 ib ?s <br /> number of perforations by flow per perforation a.o it is i3 <br /> (see page E-17) s.o to ia 2a <br /> S/ .Slo <br /> �r, x �,��,.r�-SSPn'• E-?5 <br /> ,W.e,.,.w.�a e.,e...�.�..,.��. <br /> �. <br /> r �,, <br /> , `7!Y <br /> 8. If laterals�are�coruiected�tc�he�der�pipe as showfi�en page'E- ' � �' <br /> 15, select minimum required lateral diameter from table on �,,..Y- <br /> page E-17;enter table with perforaHon spacin��nd�umber , . ,.�''' �"' <br /> of perforations per late al. Select minimum diameter for � t/''� <br /> perforated lateral = �I �Z inches. <br /> ' E-12 <br /> �—^.�.�-z�se•�� <br /> �.,r... <br /> 9. If perforated laterat system is attached to manifold pipe near � ,,..,�,,,..- <br /> tlle center, as on page E-12, perforated lateral length and -� <br /> number oE perforations per lateral will be approximately one ��"""`�� <br /> ••.�� <br /> half oE that in step 8. Using these values,select minirr4um . .._ . �,,,. `_ <br /> diameter for perforated lateral from page.E-17 as �1 �l�- • <br /> inches. <br />
The URL can be used to link to this page
Your browser does not support the video tag.