My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2010-00363 - septic mound system
Orono
>
Property Files
>
Street Address
>
G
>
Graham Hill Road
>
3355 Graham Hill Road - 05-117-23-11-0008
>
Septic
>
2010-00363 - septic mound system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:15:22 PM
Creation date
1/12/2017 3:54:40 PM
Metadata
Fields
Template:
x Address Old
House Number
3355
Street Name
Graham Hill
Street Type
Road
Address
3355 Graham Hill Rd
Document Type
Septic
PIN
0511723110008
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
7• APPROXIMATE MOUND MATERIAL CALCULATIONS: <br /> A. Calculate Bed (rock) Volume: Bed Length (2.C)X Bed Width (2.6)X Depth = Volume (ft3) <br /> 63.0 ft X 10.0 ft X 1.0 = 630.0 ft3 <br /> Divide ft3 by 27 ft3/yd3 to calculate cubic yards: <br /> 630.0 ft3 ; 27 = �23.3 yd3 <br /> Add 20%for constructability: 23.3 yd3 X �,2 = Zg,p yd3 <br /> B. Calculate C(ean Sand Votume: <br /> Upslope Vo(ume: ((Upslope Mound Height - i)x 3 x Bed Length) �-2 =cubic feet <br /> (( 3.3 ft - 1) X 3.0 ft X 63.0 )=2 = 220.5 ft3 <br /> Downslope Vo(ume: ((Downs(ope Height- 1) x Downslope Absorption Width x Media Length) =2 =cubic feet <br /> (( 4.8 ft - 1) X 10.0 ft X 63.0 }=2 = 1207.5 ft3 <br /> Endslope Vo(ume: (Downslope Mound Height- 1) x 3 x Media Width =cubic feet <br /> ( 4.8 ft- 1 ) X 3.0 ft X 10.0 ft = 115.0 ft3 <br /> Volume Under Rockbed: Average Sand Depth x Media Width x Media Length =cubic feet <br /> 2.1 ft X 10.0 ft X 63.0 ft = 1312.5 ft3 <br /> Total Clean Sand Volume: Upslope Volume +po�ynslope Vo(ume +Ends(ope Votume + Volume Under Media <br /> 220.5 ft3 + 1207.5� ft3 + 115.0 ft3 + 1312.5 pt3= 2855.5 ft3 <br /> Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 2855.5 ft3 : Z7 = �p5,g yd3 <br /> Add 20%for constructability_ 105.8 yd3 X �.2 = �26,g 3 <br /> yd <br /> C. Calculate Sandy Berm Volume: <br /> Tota(Berm Volume(opprox): ((Avg.Mound Height- .5 ft topsoil)x Mound Width x Mound Length) +2 =cu. ft. <br /> ( 4.1 _ 0.5 )ft X 45.0 ft X 93.0 )=2= 7498.1 ft3 <br /> Total Mound Votume- C(eon Sand volume-Rock Volume=cubic feet <br /> 7498.1 ft3 _ 2855.5 ft3 _ 630.0 ft3 - 4012.6 ft3 <br /> Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 4012.6 ft3 : 27 = 148.6 yd3 <br /> Add 20%for constructability: 148.6 yd3 X �.2 - �7g,3 yd3 <br /> D. Catculate Topsoil Materia( Volume: Totat Mound Width X Total Mound Length X.5 ft <br /> 45.0 ft X 93.0 ft X 0.5 ft = 2092.5 ft3 <br /> Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 2092.5 ft3 : 27 = 77,5 yd3 <br /> Add 20%for constructability: 77.5 yd3 x 1.2 = 93.0 yd3 <br /> I hereby certify that I have completed this work in accordance with all appiicable ordinances, rules and laws. <br /> :, <br /> ,. <br /> Joseph J Olson „/i`------W�� 810 10/15/09 <br /> (Designer) , �' (Signature) (License#) (Date) <br />
The URL can be used to link to this page
Your browser does not support the video tag.