My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2007-P11230 - new septic
Orono
>
Property Files
>
Street Address
>
S
>
Stubbs Bay Road North
>
350 Stubbs Bay Road North - 32-118-23-42-0006
>
Septic
>
2007-P11230 - new septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:41:25 PM
Creation date
3/19/2019 1:46:23 PM
Metadata
Fields
Template:
x Address Old
House Number
350
Street Name
Stubbs Bay
Street Type
Road
Street Direction
North
Address
350 Stubbs Bay Road North
Document Type
Septic
PIN
3211823420006
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
F. �ABSORPTION IMDTH AMorptlon ratlo: 2 <br /> ' 1. AbsorpGon widlh equals absorption ratio 6mes rodc layer width <br /> 2.00 x 10.0 ft = 20.0 ft <br /> G. YOUi�SLOPE rYDTH 8 LENGTH(Groa�et than 19�) <br /> 1. Downslope absorption wi�h=absorption widlh minus rock layer width <br /> 20.0 feet - 10.0 feet= 10.0 ft <br /> 2. Cal�mound siae � <br /> UPSL <br /> a Deph d dean sand at upslope edge of rock layer=3 feet minus distance to restriding layer(C1) <br /> 3.0 ft - 2.1 ft= 1.0 ft <br /> b.Mound hei�t�the upslope edge d rock layer=deplh of dean s�d for separabon(G2a) <br /> at upslope edge Plus dePlh d rock layer(11oaR)b deplh d aover(1 foot) <br /> 1 ft+1ft+1 ft= 3.0 ft <br /> c.Upsbpe beim rn�dtipYe�based on land sbPe(see f►9�►s D-34) <br /> Sele�ed berm multlplier: 3.23 <br /> d.Upslope widfh=bertn m�liplier(G2c)times�Ope max�d heighaG2b): <br /> 3.23 x 3.0 ft = 10.0 ft <br /> DOWNSLOPE <br /> e.Drop�►eleva6on=rodc layex wi�h(D2)times pe�oent lar�slope(C5)I 100 <br /> 10.0 ft x 6.0 96 /100= 0.6 ft <br /> f.Dowrulope mo�d heigM=deqh afi dean sand for slope d�(G2e) <br /> at downslope rock edge pk�s the mounG height at the upslope edge d rodc layer(2b) <br /> 0.6 ft + 3.0 ft= 3.6 ft <br /> 9•DoMrt�Ope bertn rt�d�Y�based an Peroe�land slope(see F�re D-34 <br /> S�ted bertn mul�plier: 5.26 <br /> h.Downslope widh=dow�loPe rtndUPNer(�29)�s do�ope max�d hei�G� <br /> 5.26 x 3.6 = 19.0 ft <br /> i.Select�d G1 and G2h as tl�e downslope width 19.0 ft <br /> j.Tatal mo�d wicNh is the surn d upslope(G2�width p�s rock lay�width(D2)plus dormslope width(Gti) <br /> 10.0 it+ 10.0 ft+ 19.0 ft= 39.0 ft <br /> k.Tdal moixid ler�h is the s�um d upslope width(G2�plus rodc layer IengUi(D3)pius upslope v�idlh(G2d) <br /> 10.0 ft + 50.0 ft+ 10.0 ft= 70.0 ft <br /> Final Dirt�ensions >196 39.0 ft x 70.0 ft <br /> I hereby oertity th�all wak has been completed in a000rdamoe with all applicxde ordinamces,rules&laws. <br /> (signatu�e) 810(lioense#) 7/2/Z007(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.