My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2015-00553 - new mound system
Orono
>
Property Files
>
Street Address
>
P
>
Pine View Drive
>
1125 Pine View Drive - 28-118-23-42-0007
>
Permits/Inspections
>
2015-00553 - new mound system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:25:30 PM
Creation date
10/16/2019 10:58:30 AM
Metadata
Fields
Template:
x Address Old
House Number
1125
Street Name
Pine View
Street Type
Drive
Address
1125 Pine View Drive
Document Type
Permits/Inspections
PIN
2811823420007
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.
/
28
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
I <br /> OSTP Mound Materials Worksheet UNIVERSITY <br /> Minnesota Pollution OF MINNESOTA --,:s._.."\-...,. <br /> Control Agency <br /> Project ID: v 11.09.22 <br /> A. Calculate Bed (rock)Volume:Bed Length (2.C)X Bed Width (2.B)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 1.2 = 28.0 yd3 <br /> B. Calculate Clean Sand Volume: <br /> Volume Under Rock bed:Average Sand Depth x Media Width x Media Length =cubic feet <br /> 2.2 ft X 10.0 ft X 63.0 ft = 1375.5 ft3 <br /> For a Mound on a slope from 0-1% <br /> Volume from Length=((Upslope Mound Height-1)X Absorption Width Beyond Bed X Media Bed Length) <br /> ft -1) X X ft = <br /> Volume from Width=((Upslope Mound Height-1)X Absorption Width Beyond Bed X Media Bed Width) <br /> ft -1) X X ft = <br /> Total Cleon Sand Volume: Volume from Length+Volume from Width+Volume Under Media <br /> ft3 + ft3 + ft3 = ft3 <br /> For a Mound on a slope greater than 1% <br /> Upslope Volume:((Upslope Mound Height - 1)x 3 x Bed Length)_2=cubic feet <br /> (( 3.8 ft -1) X 3.0 ft X 63.0 )+2= 267.8 ft3 <br /> Downslope Volume: ((Downslope Height- 1) x Downslope Absorption Width x Media Length)+2=cubic feet <br /> (( 4.5 ft-1) X 10.0 ft X 63.0 )+2= 1113.0 ft3 <br /> Endslope Volume: (Downslope Mound Height- 1) x 3 x Media Width =cubic feet <br /> ( 4.5 ft-1 ) X 3.0 ft X 10.0 ft = 106.0 ft3 <br /> Total Clean Sand Volume:Upslope Volume +Downslope Volume +Endslope Volume +Volume Under Media <br /> 267.8 ft3 + 1113.0 ft3 + 106.0 ft' + 1375.5 ft'= 2862.3 ft3 <br /> Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 2862.3 ft3 : 27 = 106.0 yd3 <br /> Add 20%for constructability: 106.0 yd3 X 1.2 = 127.2 yd3 <br /> C. Calculate Sandy Berm Volume: <br /> Total Berm Volume(approx): ((Avg.Mound Height-0.5 ft topsoil)x Mound Width x Mound Length)+2=cubic feet <br /> ( 4.2 - 0.5 )ft X 48.0 ft X 91.0 )+2= 8044.4 ft3 <br /> Total Mound Volume-Clean Sand volume-Rock Volume=cubic feet <br /> 8044.4 ft3 - 2862.3 ft3 - 630.0 ft3 = 4552.2 ft3 <br /> Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 4552.2 ft3 a 27 = 168.6 yd3 <br /> Add 20%for constructability: 168.6 yd3 x 1.2 = 202.3 yd3 <br /> D. Calculate Topsoil Material Volume:Total Mound Width X Total Mound Length X.5 ft <br /> 48.0 ft X 91.0 ft X 0.5 ft = 2184.0 ft3 <br /> Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 2184.0 ft3 : 27 = 80.9 yd3 <br /> Add 20%for constructability: 80.9 yd3 x 1.2 = 97.1 yd3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.