My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2016-00424 - septic
Orono
>
Property Files
>
Street Address
>
D
>
Devin Lane
>
2265 Devin Lane - 03-117-23-22-0018
>
Septic
>
2016-00424 - septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:34:42 PM
Creation date
6/28/2016 2:40:54 PM
Metadata
Fields
Template:
x Address Old
House Number
2265
Street Name
Devin
Street Type
Lane
Address
2265 Devin La
Document Type
Septic
PIN
0311723220018
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.
/
22
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 UNIVERSITY <br /> Mlnnesota Pollution � ` - <br /> ControlAgency OFiVIINNESOI'A ���.,;, <br /> A4ound Desiqn Summary <br /> Absorption Bed Area 50Q.0 ft2 Bed Length 50,p fi Bed Wid[h 10.0 ft <br /> Absorption Width 26.0 ft Ciean Sand lift Z,p ft Berrn Width 10-191�ft <br /> UpSlope Berm Wtdth 13.0 ft Downsiope Berm Width Zp,p ft Endslope Berm Width �Z,p ft <br /> Total System Length 74.0 ft Totat System Width 43A ft Contour Loading Rate 12.0 gaVft <br /> At-Grade Design Summary <br /> Absorptton Bed Wldth�ft Absorption Bed Length��ft System Height��ft <br /> Contour Loading Rate��gaVft Upslope Berm WidthC�ft Downslope Berm Width��ft <br /> Endslope Berm W9dth�ft System LengthC�ft System width��ft <br /> Levei&Equal Pressure Distribution Summary <br /> No.of Perforated Laterals�� Perforation Spacing��ft Perforetion Diameter 7/32 in <br /> lateral Diameter 2.00 in Min.Detivered Votume��gai Maximum DeGvered Volume t50 gal <br /> Non-Level and Unequal Pressure Qistributio�Summary <br /> Etevation Pipe Votume Pipe Length Perforation Size <br /> Ift► Pipe Size Iin� �gal/ft� (ft1 lin) Spacing(ftl Spaci�g�in► <br /> Lateral 1 Minimum Detivered Votume <br /> lateral 2 <br /> Lateral 3 gal <br /> la[2rdl 4 Ma�amum Detivered Yolume <br /> Wteral 5 <br /> Lateral 6 gat <br /> 5, Additional Info for Type IV/Pretreatment Design <br /> A. tafculate the organic loading <br /> 1. Orgonic Looding to Pretreotment Unit =Design ftow X Es[imated BOD in mg/L in the efftuen[X 8.35=1.�0,000 <br /> 4Pd X �mg/L X 8.35:7,000,000= ��lbs BOD/day <br /> 2. Type ot Pretreatment Unit Being Installed: <br /> 3. Calwlate Soil TreaLment System Organic Looding: BOD concentration aJter prerreatment=Botiom Aree =ibsldaytft2 <br /> mg/L X 8.35 e 1,000,000 = �ft2= �(bslday/ftz <br /> Comments/Special Design Considera[ions: <br /> I hereby certify that I have comple[ed this work in accgrdance with al!appticable ordinances,rutes and laws. <br /> �r <br /> �r <br /> Joseph J OLson `-�' '`���_� 87d 04/04/76 <br /> (Designer) �,,. �Signature� (License�1 (Date) <br />
The URL can be used to link to this page
Your browser does not support the video tag.