My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2017-00455 - septic new
Orono
>
Property Files
>
Street Address
>
H
>
Hunter Drive
>
1070 Hunter Drive - 25-118-23-42-0008 (Formeraly 300 Sixth Ave N)
>
Septic
>
2017-00455 - septic new
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:15:16 PM
Creation date
5/22/2017 4:22:38 PM
Metadata
Fields
Template:
x Address Old
House Number
1070
Street Name
Hunter
Street Type
Drive
Address
1070 Hunter Drive
Document Type
Septic
PIN
2511823420008
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.
/
34
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 /> =-- OSTP Mound Materials Worksheet UNIVERSITY <br /> M(�nesots Pvl�ution OF MINNESOTA ��. <br /> AS Y <br /> �O� : v 06.92.13 <br /> A• Calculate Bed(rock)Yotome:8ed Length (2.0 X Bed Width 2.6)X Depth =Volume ft' <br /> 53.0 ft X 10.0 ft X 1.0 - C630.0 �3 <br /> Divide ft3 by 27 ft3/yd'to calcutate cubic ards: <br /> 630.0 �' � 27 = 23.3 yd3 <br /> Add 2�9G for Constructability: 23.3 . <br /> Yd�X 1.2 28.�yd3 <br /> B. Calculate Clemi Sand Volume: <br /> Volume Urxler Rock bed:Average St�d Depth x Media Widfh x Medio Lerr th •cubic feet <br /> 1•8 ft X 10.0 ft X 63.0 ft = C 1155.0 ft3 <br /> For a Mlound on a siope from 0-1% <br /> Votume from Length-(Upslope Mound Ffeight-1)X Abso tion Width Beyond Bed X Ahedia Bed Length) <br /> ft •1) X X ft = <br /> Yolume from Width=((U slope Mound Hetght-t)X Absorption Width Beyond Bed X Media Bed Width) <br /> ft -1) X X ft = <br /> Totol Cle�art Srn►d Votume:Volume rom Le h+Vo(ume rom Wfdth+Vo(ume Urrder Madia <br /> ft' + ft3 + ft3 = ft3 <br /> For a Mound on a s reatQr than 1% <br /> Upslope Volume:((Ups(ope Mound Hei hi - 1 x 3 x Sed Length)+2=cubic feet <br /> � <br /> (( 3.3 ft -1) X 3.0 ft X 63.0 )*2= 220.5 � <br /> Downslo,pe Vo(ume:((Dawnst Hei ht•1) x Downs(ope Absorption Width x Media Length}+2=cubic feet <br /> ({ 4.3 ft-1) X 16.0 ft X 63.0 )+Z- 1680.0 � <br /> Endslope Yoturr►e:(Downstope hbund Height- 1) x 3 x Media Wtdth =cubic feet <br /> ( 4.3� ft-1 ) X 3.0 ft X 10.0 ft - 1�.0 {� <br /> Tota[Ctean Sond Yolume:Ups(ope Yolume +po�slope Volurr�+E'ndstope Votume +Volume Under Media <br /> 220.5 � + 1680.0 ft3 + t00.0 ft3 + 1155.0 ]ft�s 3155.5 {�' <br /> Divide ft3 by 27 ft'/yd'to calculate c�ic yards: 3155.5 � � 27 : ��6,q �3 <br /> Add ZO%for coratructability: i 16.9 yd�X 4.2 - 14Q.2 yd' <br /> C. Calcutate Sandy Berm Volume: <br /> Totai Berm Yolume(�prox):({Avg.Mourxl Height-0.5 ft topsoiq x Mbund Width x Mound Length}+2•�ubic feet <br /> ( 3.$ _ 0.5 )ft X 46.6 ft X 89.0 �;2= 6912.8 {� <br /> Tot�Mound Volume-Cteon Sand volume-Rock Vofume=ru6it feei <br /> 6912.8 f� _ 3155.5 � _ 630.0 ft3 � 3127.3 � <br /> �ivide ft'by 27 fC'/yd'to calculate cubic yards: 3127.3 fc3 t 27 = 115.8 yd3 <br /> Add 20%for comtructability: 115.8 yd3 X 1.2 = t39.0 � <br /> yd <br /> D. Catculate Topsofl Moteria!Vofume:Tota!Mour�Wldth X Total Mound tength X.5 ft <br /> �.6 n X �.0 ft X 0.5 ft m 2073.8 ft3 <br /> Divtde ft3 by 27 ft'/yd3 to calculate cubfc yards: 2073.8 ft' + 27 = 76.8 y� <br /> Add 20%for constructability: 7b.8 yd' x 1.2 = 92.�y�3 <br /> �� <br />
The URL can be used to link to this page
Your browser does not support the video tag.