My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2008-00012 - septic
Orono
>
Property Files
>
Street Address
>
N
>
North Farm Road
>
1680 North Farm Road - 27-118-23-44-0010
>
Septic
>
2008-00012 - septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:23:19 PM
Creation date
9/29/2017 12:58:38 PM
Metadata
Fields
Template:
x Address Old
House Number
1680
Street Name
North Farm
Street Type
Road
Address
1680 North Farm Road
Document Type
Septic
PIN
2711823440010
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.
/
18
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
, 07/07/2968 99:24 9528733112 PAGE 68/14 <br /> G. MOUND SLOPE WIDTH S LENGTH(Greater than 1%) <br /> 1, Downslope absorption width=absorpdon width minus rock layer width <br /> 20 feet - 10 feet� 10 feet <br /> 2. Cafculate mound size <br /> UPSLOPE <br /> a.Determine depth af dean sand at upslope edge of rock layer=3 feet minus distance to restricGng layer(C1) <br /> 3 ft - 1 ft= 2 feet <br /> b.Mound height at the upslope edge of rock layer=depth of deen sand f�r separation(G2aj <br /> at upslope edge plus depth of rock layer(1 foot)to depth of cover(1 foot) <br /> 2ft+ 1ft+ 1ft= 4 feet <br /> c.Upslope berm mul6plie�based on land slo see figur�D-34) <br /> Select berm multiplie�of 2,54 <br /> d,Upslope width=berm multipiier(G2c)times upslope mound height(G2b�: <br /> z.�a x a ft = �a.z �t <br /> n-�: s�.o��uLTr�ra$a�,�,at,� <br /> 91op mu1.H�1 ua�weloqs rn��Rpl��n.l��wrious <br /> iw R• ape ea s�upv.+�a� <br /> 0 3A s.D S.D 6.1 7�U 11A 9A 4A 5.11 iA 7A <br /> 1 2.9] J�DB 9.716 5�66 6Si 74� 8A9 � S38 i3�3 7S3 <br /> 2 2Js3 �JD q5�1 5.�6 6.7# �a4 179 4.36 8.�16 b�t �1.7{ <br /> � 2.75 3b7 a.9F �.Oe 8.74 b.�5 330 481 bJe9� '�a2 A.A6 <br /> a Z,66 9A6 9.� �A! 5.� 6.Di 3.41 9J6 6.�.r 7Ay g� <br /> S t.bi 93a 0�00 4i3 i.7!' 8J1 9.5�4 5A0 6.6T A� �v.:T <br /> 6 Z 44 3Z$ 3d6 9y{1 9.A1 5.41 316 ;.7h T.K '9�Jb 3it,p! <br /> 7 2.�b �.7Z �.7D A�3 sao b.73 3J06 53� Tr64 L09� L9Tb <br /> s �,a2 �Alb 3S7 4�6 4.�9 a�b a96 sas aaa 1,l.sR is.l7 <br /> 9 2:�6 29i 9 45 �90 4� #aiS �.71 6�.F° iA! !ld+L 7�A2 <br /> f0 23i xJN 398 J96 +112 4.�4{ !Z9 6io �O,OD 1S.o0 ?�,33 <br /> X1 Z26 �.•'b 9s'd 8.67 l.95 4.'D6 4.d6 ?.14 ll.lt 19�66 J��i3 <br /> IZ Z21 2.7� 8.]2 �.49' 3Jl0 9�6 +1�9 7.64 1��D Za.A3 A�.75 <br /> DOWNSLOPE <br /> e.Drop in elevadon=rodc layer width(D2)Hmes percent landslope(C5)I 100 <br /> 10 ft x 6 3b /100= 0.6 feet <br /> f.Oownslope mound height=depth of dean sand for slope differenoe(G2e) <br /> at downslope rodc edge plus fhe mound height at ihe upslope edge of rock layer(2b) <br /> 0.60 R + 4 ft= 4,6 feet <br /> g,Downslope benn multipller based on percent land slope(see Figure D-3�4) � <br /> h.Downslope width=downslope multipller(G2g)times downslape mound height(GZfl <br /> • 4 x 4,6 � 18.4 feet <br /> i.Select grea�r of G1 and G2h as Ihe downslope width 16.4 feet <br /> j.Total mound width is the sum of upslope(G2d)width plus rock Iayer width(DZ)plus downslope width(G21) <br /> 10.2 �+ 10.0 ft+ 18.4 ft= 38.5 feet <br /> k.Total mound length is the sum of upslope width(G2d)plus rodc layer length(D3� <br /> plus upslape width(G2d) <br /> 10.2 ft + 62.5 ft+ 10.2 ft= 82,6 ft <br /> Finsl Dimens�ons 38. ft x 82.8 ft <br />
The URL can be used to link to this page
Your browser does not support the video tag.