My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2004-P08027 - new septic
Orono
>
Property Files
>
Street Address
>
S
>
Stubbs Bay Road North
>
440 Stubbs Bay Road North - 32-118-23-13-0006
>
Septic
>
2004-P08027 - new septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:39:24 PM
Creation date
3/20/2019 12:43:31 PM
Metadata
Fields
Template:
x Address Old
House Number
440
Street Name
Stubbs Bay
Street Type
Road
Street Direction
North
Address
440 Stubbs Bay Road North
Document Type
Septic
PIN
3211823130006
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.
/
25
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
67/21/2004 14:01 3262382343 HENTGES PAG� 07/�4 <br /> G. dOWNSI�PE BERM WIDTM (Slope � 1%) <br /> 1. Slope: 5.0 If landslope is 1°� o�more, subtract rock layer width fram <br /> �dsarption width to obtain minimum downslope berm toe: <br /> 24.0 ft minus 10.� ft rock = 14.0 Foot minimum adsorption area <br /> 2. Calculate minimum mound size: <br /> a. Determine depth of clean s�nd at upslope edge of rock layer: <br /> From Site Evaluation step C1: 1$.0 inches clean s�nd <br /> b. Add depth of clean s�nd (2a) at upslope edge, plus•1 foot of rock plus 1 foot <br /> af cover to get mound height at upslope edge or rock layer. . <br /> 1 S.0 in / 12 = 1_50 feet + 1 ft + 1 ft = 3.50 fee�upslope height <br /> c. Enter tabte with landslope to get uplsope berm multiplier of 3.33 ' <br /> d. Multiply berm multiplier 2c by upslope mound height 2b to get uplope berm width: <br /> 3.33 X 3.50 equats 11.7 feet upsiope berm width <br /> e. Multiply rock layer width D2 by landslope to get drop in elevation: <br /> 1 d.00 feet X 5.0 %slope = SQ.OQ / 100 = 0.5Q feet <br /> f. Add depth of clean sand for slope differen�e 2e at dawnslope edge, to the <br /> mound height at tt'te upslope edge of rock layer 2b to find downslape height: <br /> 3,50 feet + 0.50 feet = 4.00 f�eet downslope height <br /> g. Enter t�ble with landslope and dawnslope berm multiplier of: 4.29 <br /> h. Multiply berm multiplier by downslope mou�d height to get downslope berm width: <br /> 4.29 feet X 4.00 equals 17.2 _feet dawnslope berm width <br /> i. Compare values of step G1 14.0 ft 8 G2h 17.2 ft <br /> The greater of the finro vakues 17.2 is the dov+rnslope berm width <br /> j. Total maund width is the sum vf upslope berm width G2d, plus rock (ayer width <br /> D2, plus downslope berm width G2i: <br /> 11.7 feet + 1 Q.0 feet + 17.2 feet = 38.$ ft wide <br /> k. Total mound length is the sum of uptsape bermwidth G2d, plus rock layer length <br /> D3, plus upslope berm width G2d: <br /> 11.7' feet + 62.3 feet + 11.7 feet = 85.fi ft long <br /> i. FINAL M�UND DIMENStON IS: 38.8 ft wide X 85.6 ft lon <br /> SLpPE SLOPE MUL'CIPLIER PSLOPE MUL7IPLIER <br /> 3701 4T01 3Tp1 4t01 <br /> 3.00 4.00 3.00 4,00 <br /> 1.0 3.0� 4.17 291 3.85 <br /> 20 3.19 4,35 2.83 3.70 <br /> 3.0 3.3D 4.54 2.75 3.57 <br /> 4.0 3.41 4.76 2.68 3.45 <br /> 5.0 3•53 5.00 281 3_33 <br /> 9.0 3.88 5.28 2,54 3.23 <br /> 7,0 3.80 5.58 2.48 3.12 <br /> 8.0 3.85 5.e8 a.a2 3.03 <br /> 9.0 4.11 6.25 2.38 2,94 <br /> 10.0 4.� 6.6? 2.31 2.86 <br /> 1 t.0 4.48 7,14 2.28 2.76 <br /> 1z.o a.� 7.8a 2.21 z.7o <br /> PAGE S O� 1� <br />
The URL can be used to link to this page
Your browser does not support the video tag.