My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Septic info
Orono
>
Property Files
>
Street Address
>
B
>
Bayside Road
>
4565 Bayside Road - 06-117-23-21-0010 - New PID
>
4565 Bayside Rd - PID: 06-117-23-21-0005 - Old PID
>
Land Use
>
Septic info
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:24:46 PM
Creation date
9/8/2015 12:58:34 PM
Metadata
Fields
Template:
x Address Old
House Number
4565
Street Name
Bayside
Street Type
Road
Address
4565 Bayside Rd
Document Type
Land Use
PIN
0611723210010
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.
/
19
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
� , �., .. ' a . <br /> SITE ADDRESS ` <br /> ��`��- � 'L� F`` INSTALLER �':`"�� ,� �,�'1��' <br /> . , <br /> PRESSURE DISTRIBUTION SYSTEM WORRSHEET - RESIDENTIAL <br /> A. Number of laterals ��' �A C��1 f��� r :� �����--- <br /> B. Perforation spacing - ft�B <br /> C. Rock layer length ft less 2 ft = ft CO <br /> (total length if end load) <br /> (� total length if ctr load) <br /> D. Number of spaces between perf's = CO/OB = sp�ces OD <br /> E. Number of perf' s per lateral = DO+ 1 = perfs /lat. EO <br /> F Total perforations =�A x E�= perforations OF <br /> G. Flow rate per perf: � 1 4"_,��e_��s, use 0.74 gpm � <br /> If 7/32" perfs, use 0.56 gpm <br /> ************** �� <br /> * * <br /> H. Required f low rate = F�x LG =* gpm * <br /> ************** <br /> STANDARD REQUIRED FLOW RATES ( 1/4" perfs, 3 ' spacing) <br /> Rock Bed Length 37.5 ' 40.0 ' 50_0' 55.0` 63.0' 70.0 ' <br /> Bedrooms 3 3+10� 4 4+10$ 5 5+10� <br /> Total # perfs 36 39 51 54 � 60 72 <br /> REQ'D GPM 26.6 ` 28_8 37.7 40. 0 44.4 53.3 <br /> **** **** **** **** **** **** <br /> TO REDUCE REQ'D FLOW RATE: <br /> 1 . Use 7/32" perfs instead of 1/4" (Reduce GPM by 25�) <br /> OR <br /> 2. Reduce number of perfs by increasing spacing between perfs <br /> (Maximum spacing allowed = 5.0 ' ) (Re-calculate A thru H) <br /> MAXIMUM ALLOWED PERFS PER LATERAL ; <br /> End load Center load <br /> Perf spacing, ft Lateral diam. : 1 .5" 2_0" * 1 .5" 2.0" <br /> * <br /> _ * <br /> 2.5 - - - - - - - - - - - - - - 18 28 * 9 14 <br /> * <br /> 3.0 - - - - - - - - - - - - - - 17 26 * 9 13 <br /> * <br /> 3.3 - - - - - - - - - - - - - - 16 25 * 8 13 <br /> * <br /> 4.0 - - - - - - - - - - - - - - 15 23 * 8 12 <br /> * <br /> 5.0 - - - - - - - - - - - - - - 14 22 * 7 11 <br /> * <br /> SIDE 1 OF 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.