My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1997-008955 - replace septic sys
Orono
>
Property Files
>
Street Address
>
F
>
French Lake Road
>
2245 French Lake Road - 10-117-23-22-0004
>
Septic
>
1997-008955 - replace septic sys
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:20:54 PM
Creation date
12/6/2016 1:42:26 PM
Metadata
Fields
Template:
x Address Old
House Number
2245
Street Name
French Lake
Street Type
Road
Address
2245 French Lake Road
Document Type
Septic
PIN
1011723220004
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.
/
21
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
� . , , <br /> G. llOWNSLOPE DIKE W1UTH <br /> - 1. If landslbpe is 3% or more, subtract rock layer width froin <br /> adsorpHon width to obtain minimum downslope dike toe <br /> � ��ft- I D ft = / D feet <br /> 2. Calculate Minimum mound size based on gec�metery: <br /> a. Determine depth of clean sand fill al upslope edge of rock <br /> layer: Separation ____� feet <br /> b. Mulkiply rock layer width by landslupe � � ioo�cav�r <br /> to determine drop in elevadon; 1 loec Ror .d , <br /> Slope Difference s•a•r.uo� ' t�:t <br /> _LQ_x_�% + 100 = _� feet : Slop�C71tt�r�nu �t <br /> UDslope Wldth <br /> c. Add depth pf dean sand for separad�n (2a) �r��e <br /> at upslope edge, depth of rock layer (1 foot) to depth of R°`��d we`cn Downelope Width <br /> cover (1 foot) to find the mound heighl at the upslope edge �--����e <br /> of rock layer; <br /> I ft + lft + lft = _� feek <br /> d. Enter table with landslope and upslope dike ratio. <br /> Select dike multiplier of �. 03 _ <br /> e. Multiply dike multiplier by upslope riiuuild height ��o <br /> to find upslope dike width: �_x _3,0.3 = �� feet <br /> f. Add depth oE clean sand for slo�e difference (2b) at <br /> downslope edge, to the mound lieigilt at the upslope edge <br /> of rock layer (2c) to find t�le downsl��e heiglit; <br /> __�___ft + �' ft =��feel <br /> g. Enter table with landslope and downsl��pe clike ratio. <br /> Select dike multiplier of S 8c� <br /> 11. Multiply dike multiplier by downslo�e muund heigllt <br /> to get downslope dike width: �.� x s,g� - _�_ feet <br /> i. Compare the values of step G.1 and Ste�� G.2h Select the <br /> greater of the two values as the aownslope dike width; <br /> a3 feet �^__--- <br /> f 'Upslo a Wldth � <br /> j. Total mound width is the sum �f E _ ;; ��,..� i <br /> upslope dike (G.2e) width plus rock y3=sy' � ' <br /> s. Rock B�d Wldth ! <br /> layer width (D.2) plus a UDslop�Wldth -�r••� <br /> downslope dike width(G.Zi); ; -�'"� �D'�°°'W�°� <br /> � V 1.��.�� <br /> /o ft + �� ft + �_ ft = y�_P ee � �*1.�4wn,��.. f��t.,�� <br /> �'rde: <br /> k. Total mound length is the sum �f � �W�_��p f�tdth ` ' ; <br /> upslope dike width (G.2e) plus rock layer � �I ; <br /> length (D.3) plus upslope dike widtli (G.2e); ` ' ; <br /> .�,�ft ++�3 ft + i a f t = _�_ feet � i <br /> � ; ; < , ; <br /> Tota1 L�nyth{/� <br /> UWOS OpC �� <br /> a:� �:i s:� s:� r.i �:i ps ope <br /> 4:1 S:1 6:1 7:1 8:1 <br /> '.�bpe - <br /> a 7.0 4.0 5.0 6.0 7.0 t.0 /.0 5.0 <br /> I 3.09 t.17 516 5.]8 7.53 6.0 7.0 B.0 <br /> t.9t 3.85 4.7R 5./� 6.51 7.�1 <br /> 2 7.19 4.35 5.56 6.82 8.11 7.g3 3.;'� �Sq 5.36 6.14 6.90 <br /> 7 JJO 4S4 5.88 7.72 A.86 2.75 3S7 !35 5.0lt <br /> 4 ).�1 4.76 6.15 7.89 9.72 ).GB 7.i5 4.t7 4.84 5.� 6.45 <br /> � ISJ 5.00 6.6� eS7 5� 6.0t <br /> 10.77 ?.61 3.33 4.IA 4.62 S.I9 5.7� <br /> ry ].66 516 7.1A 9.38 i2.q7 1.54 3Z1 J.85 I.tl �.9J SA1 <br /> ' �� ��� lOJ4 13.7J 2.48 3.70 4.27 4.70 5.13 <br /> 8 �.� 5.� S.� lIS1 15.91 2.4I 3.W 3S7 t.05 4.49 �.ga <br /> 9 13.01 18.92 3.45 3.90 4.30 1.65 <br /> 10 �.29 6.57 10.0 I5.00 2�J� �.J! 2.86 3J3 3.75 �.12 IAI <br /> il 4.N 7.1� 11.11 17.65 )0.�3 2.26 278 3S3 3.61 3.95 116 78 <br /> i2 1.69 7.bD 12.50 21.�3 4�.75 �11 2� 3.12 J.49 <br /> J.80 4.08 <br />
The URL can be used to link to this page
Your browser does not support the video tag.