My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2004-P08027 - new septic
Orono
>
Property Files
>
Street Address
>
S
>
Stubbs Bay Road North
>
440 Stubbs Bay Road North - 32-118-23-13-0006
>
Septic
>
2004-P08027 - new septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:39:24 PM
Creation date
3/20/2019 12:43:31 PM
Metadata
Fields
Template:
x Address Old
House Number
440
Street Name
Stubbs Bay
Street Type
Road
Street Direction
North
Address
440 Stubbs Bay Road North
Document Type
Septic
PIN
3211823130006
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
07/21/2004 14:01 3202382343 HENTGES PAGE 09/�4 <br /> PRESSURE DISTRtBUT10N SYSTEM <br /> 1. Seiect number of perforated laterals � <br /> 2, Select perfor�tion specing �•� <br /> 3. Since perforations should not be placed closer than 1 ft to the edge of the rock layer, <br /> subtract 2 feet from the rock layer length. <br /> 63 minus 2 feet = _,,,_ 61 feet <br /> 4. Determine the numb�r of spaces between perforations. Divide the length above <br /> by the perforation spacing and round down to the near�st whole number. <br /> 61.0 divided 3.0 equals 20.3 spaces rounded down = 2� <br /> 5� Number of pertorations is equal to 1 plus the number of pertorated spaces in step 4. <br /> 20 spaces plus 1 = � 21 perfarations per lateral <br /> 6. Multipty the perforations per lateral by the number of laterals <br /> to get tot�i number of perforations. <br /> � X ___3 __ equals 63 tntal number of perForations <br /> 7. Determine the required flow rate by multiplying the number of <br /> perforations by the required p�rforations discharge frpm the table below. <br /> 63 perfarati�ns X 0.5fi hole discharge = 35 gpm <br /> Mp,XIMUM NUNBER OF QUARTER INC1-1 PERFORA710NS PER REQUIRED PER�ORATION DtSC11ARCiE <br /> �qTERAL�'p Q�}qRqN'TEE<10°!o bISCHAR(3E VARkATIdN 1N C3AL.LONS PER Mbh1U7E GPM <br /> PERF 5�'ACINC3 IN FEET 1.25 tN P�PE 1.S IN PIPE 2.O IN PIPE DISC.kEAD 7"/32 IN P�FtF 1/4 lN PERF <br /> Z 5 �4 ig 2g 1,0 a 0.68 U.74 <br /> 3.0 13 17 28 2.0 b 0.8 1.OA <br /> 3_3 12 16 25 e. U3ED FOR 31N(3LE FANNI.Y HONIES <br /> 4.0 11 15 23 b. USED FOR ALL 07WER APPI.IGATION <br /> 5.0 10 nm Z2 <br /> 8. If HEADER PIPE is connected to the END af the laterals, select minimum required lateral <br /> d4a+�r+eter from tab�e above with perfdration spacing and number of perforations pef <br /> . lat�ral. Select minimum diameter for the perfarated lateral. <br /> You have selected � 3.0 ft spacing and 21.0 perfis per later�l <br /> 2.00 inch minimum diameter laterals <br /> 9. ff HEADER PIPE is connected to the CENI"ER of the laterals, perFS per{ateral are 1/2, <br /> sele�t minirnum requir�d later�l diameter from table above with perforation spacing and <br /> number of perforations per Iater�I. Select mi�imum diamet�r for tfie pertorated la#eral. <br /> You have selected ft spacing and � perts per lateral <br /> �inch minimum diameter later8l . <br /> PAGE 7 OF 12 <br />
The URL can be used to link to this page
Your browser does not support the video tag.