My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2015-00762 - septic
Orono
>
Property Files
>
Street Address
>
K
>
Kintyre Lane
>
100 Kintyre Lane - 32-118-23-43-0020
>
Septic
>
2015-00762 - septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:42:04 PM
Creation date
4/11/2017 2:04:56 PM
Metadata
Fields
Template:
x Address Old
House Number
100
Street Name
Kintyre
Street Type
Lane
Address
100 Kintyre Lane
Document Type
Septic
PIN
3211823430020
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.
/
26
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
� � � � � OSTP Mound Design <br /> UNIVERSITY <br /> �Cornro A�m�n Worksheet > 1 % S[ape OF MINNESOTA � <br /> � y - �., <br /> 1. SYSTEM SIZING: Project ID: ��i y 2 �3 <br /> A. Design Flow: 750 GPD TABLE IXa <br /> B. Soit Loading Rate: 0.60 GPD/ft2 �ADMIG RATES FOR DETER�IiNMG�OTTOM AeSOR►TqN AREA <br /> nw,�sort�noN rt,�►�os usu+�paecou�or+�s <br /> t. Depth to Limiting Condition: 1.8 ft �"`�` `'�"�"'2�°� <br /> v�.�rue�e <br /> D. Percent Land Slope: 4.0 � �� �`��'oidfn� � �� � <br /> ��++i'> a"° ��,� �.a° <br /> E. Design Media Loading Rate: 1.2 GPD/ft� <br /> `�� � 1 <br /> F. Mound Absorption Ratio: 2,pp o+�o s �,z � �,a � <br /> 01 to 5(fx�e saM Q,6 2 1 7.6 <br /> O�E�' and ba firx aa <br /> ���T'������;: 6 to 15 0.78 7.6 1 1.6 <br /> �p�� ���� 0.6 2 0.78 2 <br /> �d • TOztu�o-dOrfvpd <br /> POft RatY � ry101JfMd�i�o�ti0n f �$ 31 to 45 0.8 2A 0.78 4 <br /> ��: 46 to 60 0.46 2.8 0.6 2.6 <br /> s 60mpi 1.0. 1.3,2.0.2.4,2.6 :.�x 6�1O��0 - 5 0.3 5.3 <br /> , 5�20 - - - - <br /> 61•120 mpi dR S.0 ..a2 <br /> . "Systems with these values are not Type I systems. <br /> : �io n,p;• >5,0• _b. Contour Loading Rate (linear loading rate) is a <br /> recommended vatue. <br /> 2. DISPERSAL MEDIA SIZING <br /> A• Catculate Dispersal Bed Area: Design Flow= Design Media Loading Rate =ft2 <br /> 750 GPD : 1.2 GPD/ftZ = b25 ftZ <br /> if a larger dispersal media area is desired, enter size: 630 ft2 <br /> B. Enter Dispersat Bed Width: 10.0 ft Can not exceed 10 feet <br /> C. talculate Contour Loading Rate: Bed Width X Design Media Loading Rate <br /> �� ft2 X 1•2 GPD/ft2 = 12.0 gal/ft Can not exceed Tobte 1 <br /> D. Catculate Minimum Dispersal Bed Length: Dispersal Bed Area = Bed Width = Bed Length <br /> 630 ft2 = 10.0 ft = 63.0 ft <br /> 3. ABSORPTION AREA SIZING <br /> A. Calculate Absorption Width: Bed Width X Mound Absorption Ratio =Absorption Width <br /> 10.0 ft X 2.0 = 20.0 ft <br /> B. For stopes >1�, the Absorption Width is measured downhitl from the upslope edge of the Bed. <br /> Calculate Downslope Absorption Width: Absorption Width - Bed Width <br /> 20.0 ft - 10.0 ft = 10.0 ft <br /> 4. DISTRISUTION MEDIA: ROCK <br /> A. Media Volume: Media Depth X Length X Width <br /> 1.�0 ft X 63.0 ft X 10.0 ft= 630 ft3 = 27 = Z3 yd3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.