My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1993 - Septic System approval
Orono
>
Property Files
>
Street Address
>
W
>
Wear Lane North
>
160 Wear Lane North - 33-118-23-34-0014
>
Septic
>
1993 - Septic System approval
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:50:56 PM
Creation date
1/21/2020 2:37:24 PM
Metadata
Fields
Template:
x Address Old
House Number
160
Street Name
Wear
Street Type
Lane
Street Direction
North
Address
160 Wear Lane North
Document Type
Septic
PIN
3311823340014
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.
/
15
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 /> 0/0-44...11.,•(") <br /> pccn . . <br /> G. DOWNSLOPE DIKE WIDTH ��S 3, G Q� <br /> 1. If landslope is 3% or more,subtract rock layer width from J v' <br /> -,,,.. <br /> adsorption width to obtain minimum downslope dike toe <br /> 5 ) ft- /d ft = 4/G 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 : 3 ft- t.5'-= I. Sfeet <br /> b. Add depth of dean sand for separation (2a) y5 : I I root Cover /0 <br /> at upslope edge, depth of rock layer (1 foot) Si I r•ot ao .ed <br /> to depth of cover (1 foot) to find the separationMin '': .-..: -.. ... • <br /> mound height at the upslope ed a of rock -"Ill" <br /> - "� Slope Difference:Q' et <br /> gg U::"."ope Width <br /> /, 5 ,ft + 1ft + 1ft = 3 Sfeet _hr._feet pork Bed Width <br /> c. Enter table with landslope and upslo a dike ratio. _o_feet Downslope Width <br /> Select dike multiplier of .- y6 . ,e/c1 feet <br /> d. Multiply dike multiplier by upslope mound height ,s-P <br /> to find upslope dike width: . x.3/ " /0).. feet -e. 7 ,a �. <br /> e. Multiply rock layer width by landslopto determine drop <br /> in elevation; Slope Difference <br /> !o x •/ % + 100 = d-y feet <br /> f. Add depth of dean sand for slope difference (2e) at <br /> downslope edge, to the mound height at the upslope edge <br /> of rock layer (2b) to find the downslope height; <br /> a;'-/ ft + 3.5- ft = 9 feet <br /> g. Enter table with landslope and downslope dike ratio. <br /> Select dike multiplier of 4/ 76 • <br /> h. Multiply dike multiplier by downslope mound height(2f) <br /> to get downslope dike width: 7G x3,9 = I? feet <br /> i. Compare the values of step G.1 and Step G.2h Select the <br /> • greater of the two values as the downslope dike width; <br /> dia feet • 1 ?a 14L --)1 <br /> j. Total mound width is the sum of > <br /> uo3laoe wlacn � <br /> upslope dike (G.2e) width plus rock : ,__/Z re,t +.> , (iw y ci; Y <br /> layer width (D.2) plus �� , . ":' <br /> downslope dike width(G•2i), a wllooe wIatn . .. _ Lo31006 Oto: <br /> re9c ,,,�� reef <br /> + + feet �,{;� <br /> ft / ft a <br /> ft Z .,.. <br /> Z <br /> k. Total mound length is the sum of <br /> f <br /> • : ° ' <br /> ' <br /> » <br /> , <br /> upslope dike width (G•2e) plus rock layer ; < (°Wbwn ¢ J <br /> t <br /> i>'iG;:j;4..A: '. rra .x .0!i.:i <br /> i: <br /> length D3 plusupslope diked G ) . � <br /> Gc�.. / /Z •ft + G ft + /Z ft - ?..P- feet : :: <br /> 3 ; tf ai <br /> . Q7,. <br /> 6 p 4� "- A25,t <br /> Total Lenycn AD g <br /> Downslope L pslope It <br /> �`' <br /> 3:1 4:1 3:1 6:1 7:1 3:1 Ll 3:1 6:t 7:1 Ll <br /> %dope <br /> 0 3.0 4.0 3.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 IA <br /> 1 109 4.17 316 6.36 153 2.91 3.63 4.76 3.66 634 ' 7.41 <br /> 2 3.19 433 3.54 6.82 1.14 163 3.70 4.34 336 6.14 4.90 • <br /> 3 230 3.61 732 6.66 2.75 337 433 3.01 Sro 6.19 <br /> 3.41 4.7 423 7.69 1.72 261 4.17 434 3.46 6A6 <br /> 333 5.03 667 157 1077 2.61 4.00 4.62 3.19 3.71 <br /> 6 366 3.26 7.14 9.31 12.07 131 3.23 3.63 4.41 4.93 5.41 <br /> 7 330 356 7.69 1034 13.73 • 2.4 3.12 • 3.70 4.23 4.70 3.13 <br /> 6 3.93 3.66 633 1134 15.91 242 3.01 337 4.03 4.49 4.141 <br /> 9 4.11 6.23 9.09 13.04 18.92 236 2.94 3.43 3.90 4.30 465 <br /> 10 429 6.67 10.0 13.03 2333 3-31 2.66 313 3.73 4.12 4.44 <br /> 11 4.41 7.14 11.11 17.66 30.43 2.26 276 313 3.61 3.93 4.26 <br /> 12 444 7.69 1250 21.4.3 43.73 2.21 2.70 3.12 3.49 3.40 4.1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.