My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2006-P10476 - new septic system
Orono
>
Property Files
>
Street Address
>
S
>
Salem Court
>
2140 Salem Court - 27-118-23-31-0012
>
Septic
>
2006-P10476 - new septic system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:19:38 PM
Creation date
8/1/2018 2:24:57 PM
Metadata
Fields
Template:
x Address Old
House Number
2140
Street Name
Salem
Street Type
Court
Address
2140 Salem Court
Document Type
Septic
PIN
2711823310012
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.
/
22
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 WIDTH Absorptlon ratio: � 2.67 � <br /> ' 1. Absorption width equals absorption ratio tirt�es rodc layer width <br /> 2.67 x 10.0 ft = 27.0 ft <br /> G. MOUND SLOPE YYIDTH b LENGTH(Greaber than 196) <br /> 1. Downslope absaption width=absorption width minus rock layer width <br /> 27.0 feet - 10.0 feet= 17.0 ft <br /> 2. Calculate mound size � � <br /> UPSLOPE <br /> a.Dep�d dean s�d at upslope edge of rodc layer=3 feet minus distance to resUicting layer(C1) <br /> 3.0 ft - 1.5 ft= 1.5 ft <br /> b.Mound height at the upslope edge of rock layer=depth of dean sand for separation(G2a) <br /> at upsl�e edge plus depth of rodc layer(1 foot)to depth of cover(1 foot) <br /> 1.5 ft+1ft+1 ft= 3.5 ft <br /> c.Upslope berm mu�iplier based on land slope(see figure D-34) <br /> Selected berm multiplier: <br /> d.Upslope width=bem�multiplier(G2c)times upslope mound height(G2b): <br /> 0.00 x 3.5 ft = ft <br /> DOWNSLOPE <br /> e.Drop in elevation=rock layer width(D2)tirnes percent landslope(C5)/100 <br /> 10.0 ft x 4.0 96 I 100= 0.4 ft <br /> f.Downslope rnound heiyht=depih af dean sand for slope difference(G2e) <br /> at downslope rock edge plus the mound height at the upslope edge of rodc layer(2b) <br /> 0.4 ft + 3.5 ft= 3.9 ft <br /> g.Downslope berm mul6plier based on percent land slope(see Figwe D-34 <br /> Selected bertn muttiplier: 4.76 <br /> h.Da�msl�e width=downslope multiplier(G2g)times downslope mound height(G2� <br /> 4.76 x 3.9 = 18.0 ft <br /> i.Seled greater of G1 and G2h as the downslope width � 18.0 ft <br /> j.Tot�mound width is the sum of upslope(G2d)width plus rodc layer width(D2)plus dormslope width(G2i) <br /> 0.0 ft+ 10.0 ft+ 18.0 ft= 28.0 ft <br /> k.Total mound length is the sum of upslope width(G2d)plus rock layer length(D3)plus upslope width(G2d) <br /> 10.0 ft + 32.0 ft+ 10.0 ft= 52.0 ft <br /> Final Dimensions (slope>196) 28.0 ft x 52.0 ft <br /> I hereby ' that all wak has been c�mpleted in acoordance with all applicable ordinances,�ules&laws. <br /> (signature) 810(license#) 8I112006(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.