My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2009-00813 - septic
Orono
>
Property Files
>
Street Address
>
F
>
French Lake Road
>
2195 French Lake Road - 10-117-23-21-0006
>
Septic
>
2009-00813 - septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:20:28 PM
Creation date
12/8/2016 12:41:22 PM
Metadata
Fields
Template:
x Address Old
House Number
2195
Street Name
French Lake
Street Type
Road
Address
2195 French Lake Road
Document Type
Septic
PIN
1011723210006
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
UMIVHI6SITYqF'MI\\ESOfA <br /> � � <br /> Mound Design Worksheet -- � - � <br /> Minnesota Poilution � � -� � �� <br /> Control Agency - . - . �., __ _ . ���,4��, <br /> 1. SYSTEM SIZtNG' <br /> A. Design Ftow(F(ow Ft Soil - 1.A) : 750 GPD Table i <br /> t1vUNC}CfXiTUUR LUAGlNG RATES: <br /> B. Soil Loading Rote(Flow&Soi!-3.C): 0.60 GPD/ftZ �;,aasure� ' Texture-derivcd conto�r <br /> Perc P.ate CR mound aosorption ratio Loading <br /> C. Depth to Limiting Condition: 2.0 ft . Race: <br /> D. Percent Land S(ope: 12.0 ;� 560mpi �.o. �.a,Z.o,2.a,2.6 siz <br /> E. Design Media Loading Rate: 1.2 GPD/ftZ bt-120 mpi aR s.o :�2 <br /> F. Mound Absorption Ratio(1.E:1.6): 2.00 =iZa mp;• :5.0• �6• <br /> G. Design Contour Loading Rate: 12.0 GPD/ft <br /> 'Systems with these values are not Type 1 systems. <br /> (From Table I -same as Linear Loading Rate) Contour Loading Rate is a recommended value. <br /> 2. DISPERSAL MEDIA SIZING <br /> A. Catculate Required Dispersal Bed Area:Design Ftow (1.A) =Design Media Loading Rate (1.E) =ftz <br /> 750 GPD: 1.20 GPD/ftZ = 625.0 ftZ <br /> If a larger dispersal media <br /> area is desired, enter size: 630.0 ftZ <br /> B. Calculate Dispersv(Bed Width: Contour Loading Rote (1.G) =Design Media Loading Rate (1.E) =Bed Width <br /> 12.0 ft : 1.2 gpd/ftZ = 10.0 ft <br /> C. talcutate Dispersal Bed Length: Dispersal Bed Area (2.A) :Bed Width (2.6) =Bed Length <br /> 630.0 ft2 : 10.0 ft = 63.0 ft <br /> D. Setect Dispersa!Medio: ❑ROCk <br /> ❑Other Approved Media <br /> 3• ABSORPTION AREA SIZING <br /> Note:Mound setbocks are meosured from the Absorptian Aren. <br /> A. Calculate Absorption Width: Bed Width (2.B)X Mound Absorption Rotio (1.F) =Absorption Width <br /> 10.0 ft X 2.0 = 20.0 ft <br /> B. For slopes from 0 to 1%, the Absorption Width is measured from the bed equally in both directions. <br /> Calculate Absorption �dth Beyond the Bed: Absorption Width (3.A) -Bed Width (2.B) =2 = Width beyond Bed <br /> (�ft - �ft) '� = ft <br /> C. For slopes >1%, the Absorption Width is measured downhitt from the upslope edge of the Bed. <br /> Calcutate Downstope Absorption Width:Absorption Width (3.A) -Bed Width (2.B) =ft <br /> 20.0 ft - 10.0 ft = 10.0 ft <br /> Comments: <br /> Sfope, CLR Choice, Materia! issues <br />
The URL can be used to link to this page
Your browser does not support the video tag.