My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2016-00720 - septic
Orono
>
Property Files
>
Street Address
>
F
>
French Creek Circle
>
2235 French Creek Circle - 10-117-23-32-0005
>
Septic
>
2016-00720 - septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:25:22 PM
Creation date
11/30/2016 1:14:07 PM
Metadata
Fields
Template:
x Address Old
House Number
2235
Street Name
French Creek
Street Type
Circle
Address
2235 French Creek Circle
Document Type
Septic
PIN
1011723320005
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.
/
25
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 Design Summary Worksheet u�v�vERSITY #�°� _` . <br /> Minnesota Pollution OF :�111NESOTq � y.L��,. <br /> Control Agency <br /> Mound Design Summary <br /> Absorption eed Area 5pq,0 ;ft` Bed Length SOA ft Bed Width 10.0 ft <br /> Absorption Width zE.p !ft Clean Sand Lift� 1.8 �ft Berm Width 10-1�)�ft <br /> Upstope Berm Width tO.G �ft Downslope Berm width 22A ft Endslope Berm Width 13.0 ft <br /> �otal 5ystem LengLh 7 p�ft Total System Width 42.0 ft Contour Loading Rate 72.0 gaUit <br /> At-Grade Design Summary <br /> Absorption Bed Width�ft AbsorpUon Bed length�fc System Height�ft <br /> Contour loading Rate�gal/ft Upslope 8erm Width�ft Downslope Berm Width�ft <br /> Endslope Berm width�ft System Length�tt System Width�ft <br /> Level&Equal Pressure Distribution Summary <br /> No.of Perforated Laterals 3 i Perforahon Spacing�ft Perforation Diameter 7/32 in <br /> �aterat Diameter 2.00 �in Min. DeGvered Volume��Bal Maximum Delivered Volume 150 gat <br /> No�-Level and Unequal Pressure Distributio�Summary <br /> Elevation I �pe Votume Pipe Length Perforation Size <br /> (ft) Pipe Size(in� ; fgaVfU Iftl iin) Spacing(ft) Spaang�.in� <br /> Laterai t Minimum Delivered Votume <br /> Laterel 2 �gal <br /> Lateral 3 <br /> Laterat 4 Maximum Delivered Volume <br /> lateral5 � �gat <br /> Lateral 6 � <br /> 5, Additional Info for Type IV/Pretreatment Design <br /> A. Cafculate the oryanic laading <br /> t. Organic Loading to Pretreotment Urit - Desisn Flow X Estimated BOD in mgiL in the etfluent X 835+ 1,QOO,Q00 <br /> �gpd X �mg!L X 8.35 a 1,000.000� �ibs BODlday <br /> 2. Type of Gretreatment Umt Being instatled: <br /> 3. Calculate$oif Treatment System Orgonic l.oading: 80D concentration oJter pretreotment�Bottom Aieo =lbstday/ft` <br /> �mg/L X 8.35: 1,000,000 :- �(t`_ �tbsldaylft` <br /> Comments/Special Design Considerations: <br /> I hereby certify that I have completetl chis wcrk in a cordance with all appiicable ordinances, rules and laws. <br /> Joseph J Olson � -_-.. 810 04/t1/16 <br /> IDesigner} 1Signature) +license�1 (Date) <br />
The URL can be used to link to this page
Your browser does not support the video tag.