My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2000-P03410 - new septic
Orono
>
Property Files
>
Street Address
>
L
>
Lyman Avenue
>
1280 Lyman Avenue - 35-118-23-34-0014
>
Septic
>
2000-P03410 - new septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:59:10 PM
Creation date
6/26/2017 2:32:51 PM
Metadata
Fields
Template:
x Address Old
House Number
1280
Street Name
Lyman
Street Type
Avenue
Address
1280 Lyman Avenue
Document Type
Septic
PIN
3511823340014
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.
/
27
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
pirn;tp��ECII�N PROCEDURB <br /> A. Determiae puatp eapadtp: <br /> Gravitq DiatribuHon <br /> 1. Miaiatum auggestecl is?A gpm <br /> 2 MttXiatttal auggested is 45 gpnl Pnfaratlon ia GYM <br /> Had Pafontlon diaauter ' <br /> Pressure D3atlbntion Eac t�ehes <br /> 3.a. Select nuasber of perforated laterals= 7 2 � 4 <br /> b. Select perforatioa spacirig: 3 fa� �.oa O.sb' 0.74 <br /> c. Subtract 2 ft.ho�n the rock laya length. �.s o.69 0.90 <br /> S 5 -2 it==fee� , zob o.so i.o� <br /> d. Dete�rali�ne the nutnber of apacea between pe:forations. a vr�lA foot��hoa+a. <br /> Leagth perf.apadng=�ft.+�s._�•12.sPaces b U�e 2A het toe anyt�►g e1�e. <br /> e. �apaas+1��_Paforatio��lateral� <br /> f. Multiply perforattona per laberal by nuanber�f laberaLs to �� �i <br /> get total avatber of perforations.� x .�� 5 .Pe:fosa�dons. <br /> 8• �r X '�'=},�gpm' <br /> SELBCTfiD PUMP CAPACTTY* �0 ggm <br /> B.Determine head nquiremenb: <br /> 1. Elevation differaia between puanp amd poiat of discharge. <br /> _�_feet <br /> 2. If pumping tc a pressure dist:ibu�ion aystmt,five feet for pressure s°"°"m"""r"°' <br /> requir�d at ma�ifold if gravity tem,zero. ' � �''-� <br /> �feet '�a�'�'�' <br /> 3. Frictioa loss <br /> a. Enter hiction loss table with gpm and pipe diameter. a.r.�,cur.�..+« <br /> Read Eriction loss in feet per 100 feet from table(F-14). a�' ,,,._„ <br /> F.L= �.� fti/100 ft of pipe ' . . ................ : 6� <br /> b. Detera�ine total pipe leagth froat puatp to discharge ....................• <br /> po3nt Estiaute by addiag 25 percait to pipe length for�itting <br /> loss,or uae a Htting losa chart(F-15__feet). <br /> Equivaleat pipe length-1.25 ttmes pipe lengtl�_ . • • <br /> _1?4 x�.25•��Eeet Friction Loss in PlastiC Pi e <br /> c. Calculate total friction loss by multtplyiag <br /> ixictlon loas in h/100 ft by equivulent pipe length. pi�1 <br /> Total friction losa: �,_�_x; �=100;= � feet <br /> 4. Total head required ia the sum of elevatlon diiference, �ow�� 1.5" 2" 3" <br /> spedal hesd requirements,uu►d total friction loss. <br /> SP� <br /> 20 247 0.73 0.11 <br /> �_+,�+�_ ?S 3.73 1.11 0.16 <br /> ' (1) (� (3c) 30 .5.23 1.55 0.23 <br /> 35 6.96 206 0.30 <br /> 'TOTAL HBAD . �O feet 4�S 119� � 0 48 <br /> � 50 13.46 3.99 0.58 <br /> C. Puatp selection �� , s 60 o:s2 <br /> 65 6.48 0.95 <br /> 70 7.44 1.09 <br /> 1. A pump�must;be s'elected�to deliver�at�least` , <br /> _�gpm (Step A)..with:at;least '��_feet�of total�heati(Step B). <br /> i <br />
The URL can be used to link to this page
Your browser does not support the video tag.