My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1996-008461 - new septic system
Orono
>
Property Files
>
Street Address
>
S
>
Sixth Avenue North
>
1920 Sixth Ave N - 27-118-23-42-0002
>
Septic
>
1996-008461 - new septic system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:21:52 PM
Creation date
1/16/2019 12:09:39 PM
Metadata
Fields
Template:
x Address Old
House Number
1920
Street Name
6th
Street Type
Avenue
Street Direction
North
Address
1920 6th Avenue North
Document Type
Septic
PIN
2711823420002
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.
/
21
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
PRFSSURE DISTRIBUTIOIV SYSTEM <br /> 1. Select number of perforated laterals � <br /> 2. Select perforation spacing = � ft. <br /> 3. Since perforations should not be placed closer than 1 ft. to <br /> the edge of the rock layer(see p. E-14),subtract 2 ft. from the <br /> rock layer length. <br /> R«J�bR�,'2 ft. _�ft. <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�E OFPERFORATION D(SCHARCES W CP�' <br /> Head Perforatio�diameter(inches) <br /> Length perf. spacing �ft. +� ft. _�spaces � � 4 <br /> (3) (2) i.� o.sb o.;a <br /> 1.5 . 0.90 <br /> 5. Number of perforations is equal to one plus the number of 2.ob o.eo i.oa <br /> 2.5 0.89 1.17 <br /> perforation spaces . 3.0 0.98 1.28 <br /> 4.0 1.13 1.47 <br /> � 1.26 1.6i <br /> ,,�spaces + 1 =�perforations/lateral aU9e 1.0 foot of head for residential systems. <br /> bUse 2A feet of head for other establishments <br /> 6. Multiply perforations per lateral by number of laterals to <br /> get total number of perforations. E_17b <br /> � � / WrYY.rl.�sdtrr're�wtatie�rWwlu <br /> X �-� -� erforations. ..�..,.v. °"""`'°`°"�4•"°'"° <br /> laeerat s peds/laceral— p �,� 1 inch 1 inch 2.0 inch <br /> 2.5 14 18 28 <br /> 7. Determine required flow rate by multiplying 3.� 13 1� ?� <br /> number of perforations by flow per perforation a:o ii is i3 <br /> (see page E-17) S.o io ia z� <br /> � S' _� gPm• <br /> �s X �'/�� E-?5 <br /> ��,�.,�d..v.�o.,..�»,,.,.�. <br /> ,� <br /> 8. If laterals are connected to header pipe as shown on page E- � <br /> 15, select minimum required lateral diameter from table on �-,�,.Y. <br /> page E-17;enter table with perforation spacing and number ,��'' �u, <br /> of perforations per late� 1. Select minimum diameter for �''� <br /> perforated lateral = I Z inches. <br /> E-12 <br /> r-:....�,::�- <br /> 9. If perforated latera; system is attached to manifold pipe neaz �'"�'�'r__,�,.. <br /> the center, as on page E-12,perforated lateral length and �� � <br /> ,� <br /> number of perforations per lateral will be approximately one "��'�� . � <br /> . <br /> -•.�� <br /> half of that in step 8. Using these values, select minim� _� . ,,,, <br /> diameter for perfurated lateral from page E-17 as � � �''� "— <br /> �� <br /> inches. <br />
The URL can be used to link to this page
Your browser does not support the video tag.