My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
septic info
Orono
>
Property Files
>
Street Address
>
F
>
Fox Street
>
1880 Fox Street - 03-117-23-42-0015
>
Septic
>
septic info
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:38:24 PM
Creation date
10/17/2016 9:28:59 AM
Metadata
Fields
Template:
x Address Old
House Number
1880
Street Name
Fox
Street Type
Street
Address
1880 Fox St
Document Type
Septic
PIN
0311723420015
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.
/
15
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
asso�noN wioni n��,�: �^1 <br /> ,. Absorption width e.�uals absorp6on ratio�mes rock�ayer widU► <br /> 2.00 x 10.0 ft = 20.0 ft <br /> G. MOUND SLOPE WIDTH 3�LENGTH(Greater than 176) <br /> 1. povmstope abso►ption widfh=absorption width minus rodc layer width <br /> 20.0 feet - 10.0 feet= 10.0 ft <br /> 2. Calculate mound size <br /> UPSLOPE <br /> a.Depth of Ge�sand at upslope edge�rodc layEx=3 fcet minus distance to restriding layer(C1) <br /> 3.0 ft - 2.1 ft= 1.0 ft <br /> b.Mound height art the upslope edge of rock layer=deptl►af dean sand for sep�a�on(G2a) <br /> at upslope edge plus depth of rodc layer(1 foot)to depth of cover(1 foot) <br /> 1 ft+1ft+1 fl= 3.0 ft <br /> c.Upslope berm multip(ier b�ed on land slope(see figum D,?4) <br /> Sele�d be�m mul6pf"�er: 278 _ <br /> d.Upslope width=berm multip6er(G2c)6mes upslope mound height(G2b): <br /> 2.78 x 3.0 ft = 10.0 ft <br /> DOVYNSLOPE <br /> e.Drop in elevation=rock layer width(D2)hmes percent landsbpe(C5)1100 <br /> 10.0 fl x 7.0 96 /100= 0.7 ft <br /> f.poumslope mound height=dep�o�dean s�d for slope d'rfference(G2e) <br /> at downslope todc edge plus the mound he�t at U�e upslope edge of nodc layer(2b) <br /> 0.7 ft + 3.0 ft= 3.7 ft <br /> g.Dorvnslope berm multiplier ba�d on perGent I�d slope(see Figure D-34 <br /> Sele�ed berm tnul�pl'�: 5.56 <br /> h.Dovvnslope width=downslope rta�tiP�'�t�9}ti�r�es damstope mound height(G2� <br /> 5.56 x 3.7 = 20.6 ft <br /> i.Seled greater af G1 and G�as tfie dawnsbpe w�idth 21.0 ft <br /> j.Totat mound width is the sum d upslope(G?.d)widtl►Plus�odC IaYer'width(D2}ph�downslope width(Gti) <br /> 10.0 ft+ 1Q.0 ft+ 21.0 ft= 41.0 ft <br /> k.Total mound lerigth is the s�sn of upslope wi�h(G2�P����(��P���(�� <br /> 10.0 ft + 63.0 ft+ 1Q.0 ft= 83.0 ft <br /> Flnal Dimensions slope>1% 41.0 it x 83.0 ft <br /> I hereby certity that all work has been completed in aocadance with all�plir,able oNinanoes,Nles&laves. <br /> (signature) 810(Ilcense#) 9!4/2007(date) <br /> Page 2 of 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.