My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2015-00763 - septic mound system
Orono
>
Property Files
>
Street Address
>
B
>
Bayside Trail
>
200 Bayside Trail - 06-117-23-22-0027
>
Septic
>
2015-00763 - septic mound system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:25:09 PM
Creation date
1/15/2016 12:47:40 PM
Metadata
Fields
Template:
x Address Old
House Number
200
Street Name
Bayside
Street Type
Trail
Address
200 Bayside Tr
Document Type
Septic
PIN
0611723220027
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.
/
30
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
Minnesota Pollution OSTP Mound Design Worksheet <br /> UNIVERSITY � <br /> Control Agency >1 % Slope OF .'VIINNESOTA ��_��, <br /> 1. SYSTEM SIZING: Project ID: 5/19/15 v 11.09.22 <br /> A. Design Flow/Flow& Soil - i.qJ : 750 GPD TABLE IXa <br /> B. Soil Loadiny Rafe(F(ow& Soi(-3.C): O.4S GPD/ft' �OADING RATES FOR DETERMINING DOTTOM ADSORPTION AREA <br /> AND ABSORPTION RATIOS USING GERCOLATION TESTS <br /> C. Depth to Limiting Condition: 1.5 ft T«.u„em�e.�i c TreatmerK lfwl A,�•z,e, <br /> D. Percenf Land Slope: 12.0 wrco�.na.,wu Me�� �„„a Afeb� ""Dun° <br /> .: (Mw) Rate ,�,p�° q�k Aywrption <br /> E. Design Medra Loading Rate: 1.2 GPD/ft' ���� Ribo ��,� R� <br /> F. Mound Absorption Ratio ITable IXaL' 2.60 <c� . � _ � <br /> G. Design Contour Loading Rote: 12.0 GPD/ft � `�5 �2 � �_6 i <br /> ^.i to 5�bre se�c 0.6 2 1 1.6 <br /> Teble I and raa^-n�re sand: <br /> MUUND CONTOUR lUaU1NG RATFS °�o'= 0.78 t.5 1 1.6 <br /> Maaw�ad � to,.two�da�.od Contwi ��.t�3� ' 0.6 2 0.78 2 <br /> oa[Ra[� � rnowW abSo�Dtan rat Loatlmg 3t,,4.. 0.6 2.1 0.76 2 <br /> kato <br /> ��<�E� 0.45 2.6 0.6 2.6 <br /> -EAr�i�- l.l.. 1.3 j C� :J 2.h -.ii <br /> a+tc�2� . S 0.3 5.� <br /> a.t.71G�•��p� ��.F S i. �11 �•2G • ' ' ' <br /> t1�.n„' S c• �' 'Systems with these vaioes are ro;Type I systems. Contour Loading Rate ilinear <br /> ioading r�;e��s a recommendec vaWe. <br /> 2. DISPERSAL MEDIA SIZING <br /> A• Calculate Required Dispersal Bed Area:Oesign Flow I1.A1 : Design Medio Looding Ra[e i 1.E i = f�` <br /> If a targer dispersal media area 750 GPD: 1.20 GPD�ft' - 625 ft` <br /> is desired,enter size: <br /> �ft <br /> B. Calcutate Dispersol Bed Width:Contour Loadinq Rate i 1.G1 =Design Medio Looding Rote 11.E1 = Sed width <br /> 12.0 ft = 1.2 gpdift' = 10 ft <br /> C. Catculate Dispersal Bed Length: Dispersal Sed Areo (2.A) s Bed Width i2.6� =Bed Lenglh <br /> 625 rc� ; 10 ft = G3 ft <br /> D. Setect Dispersol Media: <br /> E. If using a registered product, enter the Component Length: ��in = 12 = ��ft <br /> F. If using a registered product. enter the Component W1dth: �,n ; t2 = ��f� <br /> G. Number of Components per Row = Bed Length (2.C1 divided by Component Length 14.J1 IRound upl <br /> � ft : �� ft = ��components/row <br /> H. Number of Rows =Bed Width 12.81 divided by Component Width �4.K1 (Round upl No[e:fLR o/ 10.3 <br /> Adjust Contour Loading Rate on Des� n Summa gol/f[results in 9 foof <br /> g ry page until tMs number is a whole numbe� wide bed. <br /> � ft � �� ft = �_� �ows <br /> I. Total Number o(Components =Number o�Components per Row X Number oj Rows <br /> �� X C� _ ��Components <br />
The URL can be used to link to this page
Your browser does not support the video tag.