My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2001-P04408 - new septic system
Orono
>
Property Files
>
Street Address
>
T
>
Turnham Road
>
385 Turnham Road - 31-118-23-31-0006
>
Septic
>
2001-P04408 - new septic system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:30:34 PM
Creation date
7/3/2019 11:55:44 AM
Metadata
Fields
Template:
x Address Old
House Number
385
Street Name
Turnham
Street Type
Road
Address
385 Turnham Road
Document Type
Septic
PIN
3111823310006
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
/O <br /> ?LAO V%^>;N^/ <br /> SET- BACKS <br /> HOUSE System must be: <br /> Tank 2Q� from property lines X- IF,A ez.A <br /> from wells <br /> ILI from b!dgs. <br /> Treatment area ='from takes, streams <br /> -- Treatment area 30 from property lines NOTE:Power supply and switches must be located in a <br /> --- _-- MMPA-)OW*,4o-04- /0DDD,from wells "VOr•s; ''" <br /> •0 "s weather proof enclosure outside the pumping chamber and manhole <br /> QAGCFrLL a"..w. <br /> �0 :from Bldgs. <br /> t 1Q from trees 14I SOIL BORING ELEVATIONS <br /> .humin. ' <br /> THIII EL.—_%_',)_4 <br /> f 71 AU <br /> 9y a 53 �3 4 J , I ; —s t_ grade`7%TH. 2 EL.X33 <br /> s Drop to Tank Tang Tank 85 PRESSURE DISTRIBUTION MOUND SYSTEM TH."3 EL.- ��•q <br /> I TH"4 EL-_1Z.F/ <br /> Min. I"to 8' `i`—pumping TH'5 EL.-14.4 <br /> Max.l"to4' Chamber ELEVAT104 at PROPOSED PUMPING <br /> -4 Flo 6"dia,pipe <br /> SYSTEM DESIGN -MOUND �x�5t)vvt ow t)�� z�r �ws� 95•� <br /> L,�.�a�v s�t��x)Y,) -,��-rAY-11� — °Jc�.`� (04-�.1X-9�•2 <br /> TYPE-1 4 BEDROOM Aver lation rate 13.3 min./inch (des 83s .ft treatment area I,of daily sewn flow) a�� _ q L.L) -q4.3 <br /> r — . . � � Perco (design• q p�gal. N 9e <br /> IaQQL gal./day x.83sq.ft/gal.W'2 sq.ft.of treatment area ;10%=. �sq.ft. (= 10ft.width=�.5`_ft.length of bed area-kside slope run to I x1_ height= L4 H ftxft,lawn-area needed)40T . <br /> Clean rock needed- -124')_sq.ft.treatment area x)�() ' depth of rock-=_!L2 cu.ft=27=alQ-cu.yds(3/4'to 21/x'dio. ,:Includes 2"of rock above pipe) tauti. -*A ),s <br /> ' Clean sand fill below rock needed ;,,-10 sandy cu.yds. approx. , sandam bock fill� ��c _Q-� M �•so <br /> cu.yds.approx., topsoil 6" u.yd. M � .-fo Avsv ti60)o - s(a -foQso►L CDU GLx-iT3 <br /> W�4S\1�0 1,I A %-0 C*V_ff jx _; = ton t'1.N_Ak_) <br /> Number of tanks .(equired , I st tonk)O O U gol. ,2nd tank Z=2 gal,rninmums ?Ws P"m t?t N>, — <br /> •a <br /> Pumping chombet capacity- 25% of daily sewage flow of 1iz_0L got.= SS)gal.+reserve storage of 15 Oka 1/BFt-.1aW_gal.+pipe bock drd"e— PROPERTY OF: G 3I)V L`> <br /> of11'_gal./IOOlin.ftofa."dia. supply pipe, linftneeded 8S , 1�gal.+manifold l�cjdJ100linftof3Ndia.pipe,1hftneeded '� , got. ` <br /> total capacity needed 2A gal. area for pump) rss� rn„n. ia� z gal.caP. o +0 0, . <br /> Distribution pipe. :dio. , ISclin. t, 1�dia. perforations �L� oport <br /> Pump size 14=hp. (pumpoble copocity lO gal. 4cycles/day) n. S-p TES TING �VC. <br /> Note: When constructing bed , ttus area should be shaped Note: Distance from treatment area to neighboring wells— I pesi ned 9y: <br /> to divert run-off from entering treatment area. g <br /> Dote:_2 PN. 612-497-3566 <br />
The URL can be used to link to this page
Your browser does not support the video tag.