My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1997-009561 - new septic system
Orono
>
Property Files
>
Street Address
>
W
>
Watertown Road
>
2590 Watertown Road - 33-118-23-44-0042
>
Septic
>
1997-009561 - new septic system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:53:20 PM
Creation date
7/22/2019 9:32:52 AM
Metadata
Fields
Template:
x Address Old
House Number
2590
Street Name
Watertown
Street Type
Road
Address
2590 Watertown Road
Document Type
Septic
PIN
3311823440042
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.
/
20
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
10/09/97 15:36 MILLE LACS HEALTH SYSTEM 6124730510 HO. 16,3 DI_Ir <br /> - RC3ERT SUESS <br /> ORONOr MN. <br /> flitUSUKL lll5•hltl•ll TION SYS <br /> ENO PERFORATION of A PERF01eArE0 LAjEnRL <br /> 4�•rr t„+� <br /> 1. St-h'ct n11r11ltur of (lrrforate'tl laterals _. ---_�_.._s• _.. <br /> l•.»a <br /> 2, !'I!'clI►l'I'11N'atlalltf+tl;Il:i11}; = _ ._ _, � ._. feel. 1•«rllrfeatlarw f flltlllar..ar►wrrrv=ea.rr•• <br /> ''tali 1 •-fhlala+.e. IMnf.wl�„ <br /> 9 N.«4K top <br /> 3. Biline terforatiolls should hail he placed ck,s-e'r OW” I It. to , . -At Ltool It,to aft <br /> the edge of the ruck layer (see diOl;rtlnt),subtract 2 fl. front �'.' t• <br /> •""`' L"" <br /> /wf«•Iwa ls•al9a 11 <br /> the Ttick layer length. Clam 56"if t,ar,. 10116M Of a.ala/W <br /> Feet. �ff.l�..•1 a.n rhaaarl 11•wrlltd <br /> (bw 1 Iw►•Iw InlKlh R•Iw.PMeM �.�.��af•r <br /> RrrNni rn1 <br /> . 4. 1')eterntitu• [Ile number ttF apar;cs l►t•twa:cet lli•r[arratit+anti. � down, <br /> DIV11.1c till Iength nhc.va` toy pel-fatrlttia►It mpadllg till round yy�� ;,_.,' is—or•" <br /> dt)wn to nearest wholly 1,utttl►cr• •pa 0.56 .7 . <br /> U.St} <br /> Length per[. spacing; =dVA'fl. + -4.. [1. _ _�2 apnces <br /> A.Uar(41F Angle family harnes <br /> (1) (2) b-U+e(ne all atl►er arrlkalla" <br /> fi. Nufnht�r of Lerir.r:aliuns is equal Its ttru-•Itiltati IIIA nunlift•r it( <br /> perforation spaces . <br /> wwlmutn number rff duuter Inch perh)rnf cm I <br /> + perfuratiuns/t.ltct ll Interal In gunnuttttee< Itrl,discharge vllrlstlm <br /> Perluraall»t <br /> 5paclns <br /> G. Multiply perforations per lateral by number of hiil.�r;11;4 to M1 1) 1K <br /> 2 <br /> get total number of perforations. 2.5 14 1$ 28 <br /> —aV- x A -- = ..�p (0 13 17 26 <br /> lalrral+r rrrfa/lateral— perforations. ,y. 12 96 25 <br /> 7. L?eterttline requil•cd flow rate by multiplybig 4.0 11 15 23 <br /> 14 22 <br /> number of perforations by flow tier perforathm 5.0 10 <br /> —4A-- x �. � =_' ' Bpi". r►waa UW"a ne a +rW"M t a"Ailufft 9"M <br /> Poria Rpm/rerf <br /> �` <br /> $. If laterals are connected to header pipe as Shown 011 upper <br /> example, to select minlmurn required laterni dillnieter;enter <br /> table with perforation spacing alta! number of pt!rfiir:llians <br /> per lateral, Select Ininitnum diameter for <br /> perforated lateral = __A inches. <br /> arwwMw.w M � <br /> y. It perforated lateral SyNtenl is attacliCt.l to ntl�mfulcl I ll t near _._ • ��,,.->�. . <br /> tlll' tceoitvr, Ictwo- diagral", perfortitetl liltul-ilt 1r11};tlr t►Ird - ,�'--fra<,r.�»�..-�.`-" <br /> number of perforations per lateral will be yltproximtltely one ,`^.••' �:'r' . <br /> ltalf of that in Step8. Using these values, select Ittinilrlultt ���'�,,r.� <br /> diameter for per rated lateral = inches. >- •"''� - <br /> Y'' <br />
The URL can be used to link to this page
Your browser does not support the video tag.