My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2014-01087 - septic
Orono
>
Property Files
>
Street Address
>
C
>
Christine Drive
>
3535 Christine Drive - 05-117-23-12-0019
>
Septic
>
2014-01087 - septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:16:14 PM
Creation date
4/14/2016 2:55:04 PM
Metadata
Fields
Template:
x Address Old
House Number
3535
Street Name
Christine
Street Type
Drive
Address
3535 Christine Dr
Document Type
Septic
PIN
0511723120019
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.
/
23
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 Design Summary Worksheet uN�vERs�TY : : ��= <br /> Control A9ency OF MINNESOTA , ,,�� <br /> Mound Design Summary <br /> Absorption Area 625.0 ft� Bed Length 63.0 ft Bed Width 10.0 ft <br /> Absorption Width �2.Q ft Clean Sand Lift �,2 ft Berm Width (0-1%)C�ft <br /> Upstope Berm Width ��,0 ft Downstope Berm Width 16.0 ft Endslope Berm Width >>.p ft <br /> Total System Length 85.0 ft TotalSystem Width 37.� ft Contour Loading Rate 12.0 gat/ft <br /> At-Grade Design Summary <br /> Absorption Bed Width��ft Absorption Bed Length�ft System Height��ft <br /> Contour loading Rate��gal/ft Upstope Berm Width��ft Downslope Berm Width�_�ft <br /> Endslope Berm Width�ft System Length��ft System Width��{t <br /> Level&Equai Pressure Distribution Summary <br /> No.of Perforated Laterals� Perforation Spacing��ft Perforation Diameter 7/32 in <br /> Laterat Diameter 2.00 in Min.Detivered Votume��gal Maximum Delivered Votume 188 gat <br /> Non-Level and Unequa!Pressure Distribution Summary <br /> Elevation Pipe Volume Pipe Length Perforation Size <br /> (ft) Pipe Size(in) (gal/ft) (ft) (in) Spacing(ft) Spacing(in) <br /> Lateral 1 Minimum Detivered Volume <br /> Lateral 2 <br /> �gal <br /> Lateral 3 <br /> Lateral 4 Maximum Delivered Votume <br /> lateral 5 <br /> �gal <br /> Lateral 6 <br /> 5. Additional lnfo for Type IV/Pretreatment Design <br /> A. Ca(culate the organic loading usinq option 1 or 2 <br /> 1. Organic Loading =Pounds of BOD X Units <br /> lbs/day X C� _ �lbs BOD/day <br /> 2. Organic Loading to Pretreotment Unit =Design Flow X Estimated BOD in mg/L in the effluent X 8.35=1,0OO,OW <br /> 8Pd X ��mg/L X 8.35:1,000,�_ ��lbs BOD/day <br /> B. Type of Pretreatment Unit Being Installed: <br /> C. Catcutate Soil Treotment System Organic Loading: Ibs.BOD/day=Bottom Area =lbs/day/ftZ <br /> lbs/day= ��ftz= ��lbs/day/ftZ <br /> Comments/Special Design Considerations: <br /> I hereby certify that I have compteted this work in accordance with atl applicable ordinances,rutes and laws. <br /> Joseph J Olson 810 09/17/14 <br /> {Designer) {Signature) (License It) (Date) <br />
The URL can be used to link to this page
Your browser does not support the video tag.