My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2001 - Septic System approval
Orono
>
Property Files
>
Street Address
>
W
>
West Branch Road
>
4760 West Branch Road - 06-117-23-33-0002
>
Septic
>
2001 - Septic System approval
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:26:56 PM
Creation date
1/24/2020 1:41:04 PM
Metadata
Fields
Template:
x Address Old
House Number
4760
Street Name
West Branch
Street Type
Road
Address
4760 West Branch Rd
Document Type
Septic
PIN
0611723330002
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
Cov r 1' <br /> G. MOUND SLOPE WIDTH & LENGTH Landslopeie___X <br /> R Scb- 4 "------- slope ratio q: I <br /> (landslope 1% or more) r ngric, t • <br /> 1. Subtract rock layer width from absorption width "'"�"d 6'Topsoil <br /> to obtain minimum downslope width <br /> Natural <br /> �' r <br /> I <br /> v2 0 ft- 1 d ft = /0 feet Upsloye iidth DowtyylopeWidt <br /> 2. Calculate minimum mound size ! >:«�odw '(�/ l <br /> a. Determine depth of clean sand fill at .1 <br /> Absorption Width <br /> upslope edge of rock layer: • d© i , <br /> Separation 3' - 11 / ft = 1, 9 feet ' <br /> b. Add depth of Glean sand for separation (2a) SLOPE MULTIPLIER TABLE <br /> at upslope edge, depth of rock layer (1 foot) to <br /> depth of cover (•1 foot) to find the mound height Lar <br /> Sla d UPSLOPE DOWNSLOPE <br /> g multipliers for various multipliers for various <br /> at the upslope edge of rock layer; i"' slope ratios• <br /> .ops raHas <br /> /, °f ft + lft + lft - 3 ,9 feet 3:1 4:1 5:1 6:1 7:1 8:1 3:1 4:1 5:1 6:1 7:1 <br /> 0 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 <br /> c. Enter table with landslope and upslope ratio. <br /> 1 2.91 3.85 4.76 5.66 6.54 7.41 3.09 4.17 526 6.38 733 <br /> Select berm multiplier of 3'- 2 3 2 2.83 3.70 4.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.74 <br /> d. Multiply berm multiplier by upslope mound 3 2.75 3.57 4.35 5.08 5.79 6.45 3.30 4.54 5.88 7.32 8.86 <br /> height to find upslope width: <br /> 4 2.68 3.45 4.17 4.84 5.46 6.06 3.41 4.76 6.25 7.89 9.72 <br /> j,‘7 x3,23 = /3 feet 5 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77 <br /> e. Multiply rock layer width by 2.54 ® 3.85 4.41 4.93 5.41 3.66 5.26 7.14 9.38 12.07 <br /> landslope to determine drop in elevation; 7 2.48 3.12 3.70 4.23 4.70 5.13 3.80 5.56 7.69 10-34 13.73 <br /> /0 x b 'Y.+ 100 = r (e feet . 8 2.42 3.03 3.57 4.05 4.49 4.88 3.95 5.88 8.33 11.54 15.91 <br /> f. Add depth of clean sand for.slope difference 9 2.36 2.94 3.45 3.90 4.30 4.65 4.11 6.25 9.09 13.04 18.92 <br /> (2e) at downslope rock edge, to the mound 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 10.00 15.00 23.'" <br /> height at the upslope edge of rock layer (2b) II 2.26 2.78 3.23 3.61 3.95 4.26 4.48 7.14 11.11 17.65 30. <br /> to find the downslope mound height; 12 2.21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 1230 21.43 43.75 I <br /> ' , of ft + ,(! ft = 9,..cfeet <br /> g. Enter table with landslope and downslope ratio. Select <br /> downslope multiplier of S r 2Ce . <br /> h. Multiply downslope multiplier by downslope mound height to <br /> get downslope width: <br /> V,5 x S.;G = ,2 </ feet <br /> i. Compare the values of step G.1 /0 <br /> c <br /> and Step G.2h c/ Up yye Width <br /> Select the greater of the two values as the 3 <br /> downslope width: g 9 feet <br /> ). Total mound width is the sum of <br /> sl <br /> U o e Width d000,doab,�Rock ii n 'o Qon oa° <br /> o= Upslope Widt! <br /> 1 <br /> ppoaeodo°Q0<. Width !J 30'eoseoao< 3 <br /> upslope (G.2d) width plus rock layer L . 3 °°°"°°"°� Len�th ooC7po'0>,c>a< <br /> ,,,,,,,....,..o,-0,- <br /> /3 <br /> oado <br /> d o�4 4°00°0 n�0 D oma.Q o Q o D e]G. s <br /> width (D.2) plus downslope width(G.2i); <br /> :o r lk'wnsiope Width_ ^y, <br /> /3 ft + / 0 ft + •4/ ft = yj feet r Absorption Width or 0 <br /> k. Total mound length is the sum of upslope <br /> width (G.2d) plus rock layer length (D.3) <br /> plus upslope width (G.2d); , <br /> / 3 ft + .5-0 ft + l3 ft = 7(i feet Total Length__ ____ <br /> 74 <br /> Final Dimensions: <br /> f <br /> '/ r? x 76' <br />
The URL can be used to link to this page
Your browser does not support the video tag.