My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1992 - Septic System
Orono
>
Property Files
>
Street Address
>
W
>
Wear Circle
>
2875 Wear Circle - 33-118-23-34-0004
>
Septic
>
1992 - Septic System
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:50:19 PM
Creation date
1/17/2020 11:06:25 AM
Metadata
Fields
Template:
x Address Old
House Number
2875
Street Name
Wear
Street Type
Circle
Address
2875 Wear Circle
Document Type
Septic
PIN
3311823340004
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.
/
13
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
/ J <br /> ' .G.` 'DOWNSLOPE DIKE WIDTH <br /> 1. If landslope is 3% or more, subtract rock layer width from . • <br /> adsorption width to obtain minimum downslope dike toe for <br /> absorption: • ' <br /> -......_.,, a(...-) ft -, In ft = 1r) feet <br /> 2. Calculate minimum mound size based on geometery: <br /> a. Determine depth of clean sand fill at upslope edge of rock <br /> layer: Separation /, P, feet <br /> b. Multiply rock layer width by landslope to determine drop . <br /> in elevation; Slope Difference ;:4%j ;::;:q 1 a-► <br /> ) o x 3 % - 100 = .'3 feet Inn <br /> c. Add depth of clean sand depth of clean sand for • �'�°'"�Olt <br /> ----arm _a.i tam.4aa...* <br /> separat;on at upslope edge (2a) to depth of rock layer to a' h"'"�� <br /> rock depth and the depth of cover to find the total mound w.,�... _,,__ <br /> height at upslope edge of rock layer; <br /> 1. Z ft + 1 ft + 1 ft = 3 .z feet <br /> d. Enter table on page bottom with landslope and upslope • <br /> dike ratio. Select dike multiplier of 3 • S? . <br /> e. Multiply dike multiplier by upslope mound height <br /> to get upslope dike width: .-)., x 3...s-/2= ) I feet • <br /> . f. Add the depth of slope difference (2b) to the upslope . <br /> height to get the downslope height . <br /> 3 .2 + ,3 = ,-- .... feet <br /> g. Enter table on page bottom with landslope and • <br /> downslope dike ratio. <br /> Select dike multiplier of .,S y . <br /> h. Multiply dike multiplier by downslope mound height <br /> to get downslope dike width: 3. .S x ti.S1. = / i., feet <br /> i. Compare the values of step G.1 and Step G.2.h. Select the <br /> greater of the two values as the downslope dike width; <br /> 17 feet <br /> j. Total mound width is the sum of upslope dike Rocklkca'wdth ` 'p''`• '.Upsiorooi�wkdh L.. <br /> width plus rock layer width plus downslope "'`'''i:' 'r '''. '' '�`' <br /> dike width; .';� ,� . ti,.:,... <br /> ii , ft + Jo ft + 1 0 ft = 3 £S"feet uglop`ou.cewidth.j. I P'.p . . ,•.thJL _ <br /> '.0 to l3tke Width <br /> k. Total mound length is the sum of upslope <br /> . •� fbonsiop` bikeWidth <br /> _._dike width plus rock layer length plus .. <br /> upslope dike width; <br /> ft + ��, ft + ft = a feet � . .. .. . . . ... .... . � . .. .... .. .. ... <br /> 1 _I► ) _ftp_ Total Length 3 0 .4 <br /> 11 1 -) /0 /0a . <br /> •-z.mopc pslopc <br /> 3:1 4:1 5.1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 8:1 <br /> 9..lope <br /> 0 3.0 4.0 S.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 <br /> 1 3.09 4.17 5.26 6.33 7.53 2.91 3.85 4.76 5.66 6.54 7,41 ' <br /> 2 3.19 4.3.5 5.56 6.81 8.14 2.83 .ZQ 4.54 5.36 6.14 6.90 <br /> 3 330 ( 4 4' .69 32 8.86 275 Q,s7) . 4.35 5.08 5.79 6.45 <br /> 4--�734r a./1 6.2i �F4----�T7� Z.NJ 3.41 4.17 4.64 5.46 6.06 <br /> 5 353 5.03 6.67 837 1C.77 2.61 3.33 4.00 4.62 5.19 5.71 <br /> 6 3.66 5.26 7.14 9.3A 12.07 2.54 3.23 3.85 4.41 4.93 5.41 <br /> 7 3.80 556 7.69 1034 13.73 2.4A 3.12 3.70 4.23 4.70 5.13 <br /> 8 3.95 5.68 8..13 11.54 15.91 2.4.2 3.03 337 4.05 4.49 4318 <br /> 9 4.11 625 919 13.04 18.92 2.36 2.94 3.45 3.90 4.30 4.65 <br /> 10 429 6.(.7 100 1500 213) 2.31 2.96 3.33 3.75 4.12 4.44 <br /> 11 4.49 7.14 11.11 17.65 30.43 2.16 2.78 3.23 3.61 3.95 4.26 <br /> 12 444 7.64 12.',0 2111 4175 2.21 2.70 3.12 3.41 3.60 4A6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.