My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
12-20-2017 Septic Design
Orono
>
Property Files
>
Street Address
>
O
>
Orono Oaks Drive
>
1320 Orono Oaks Drive - 35-118-23-34-0007
>
Septic
>
12-20-2017 Septic Design
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:58:53 PM
Creation date
9/30/2021 4:11:36 PM
Metadata
Fields
Template:
x Address Old
House Number
1320
Street Name
Orono Oaks
Street Type
Drive
Address
1320 Orono Oaks Drive
Document Type
Septic
PIN
3511823340007
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.
/
19
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
UNIVERSITY Septic System Management Plan <br />OF MINNESOTA for Above Grade Systems <br />Your Septic System <br />Manlwle <br />In$geLtlpn p�pp - <br />Mount <br />• --PFlfwatrd <br />lateral tleanaut- -'" Fhpe �, <br />Crosssectiwr of mound _ 05eibr n mefia <br />inspecnn pipe--" - 4oa,riy tr�l1 �`'� <br />iopwN . _ <br />Vegeta on „ <br />- � - fraRra.Sud- - m.l.mit g�orNilion <br />Septic System Specifics <br />System Type: (J 1 Q II III QIV* LJ V* <br />❑ System is subject to operating permit* <br />(Based on MN Rules Chapter 7080.2200 — 2400) <br />F-1 System uses UV disinfection unit* <br />*Additional Management Plan required <br />Type of advanced treatment unit <br />❑ Second tank Tank voluine: gallons <br />Dwelling Type <br />Well Construction <br />Number of bedrooms: 4 <br />Well depth (ft): 182 <br />System capacity/ design flow (gpd): 600 <br />❑ Cased well Casing depth: 192 <br />Anticipated average daily flow (gpd): 600 <br />❑ Other (specify): <br />Comments <br />Distance from septic (ft): 107 <br />Is the well on the design drawing? (FY N <br />Business? : ()Y (F)N What type? <br />Septic Tank <br />❑ First tank Tank volume: 2250 gallons <br />❑ <br />Pump Tank 1300 gallons <br />Does tank have two compartments? l)Y Q N <br />❑ <br />Effluent Pump make/model: <br />❑ Second tank Tank voluine: gallons <br />Pump capacity GPM <br />❑ Tank is constructed of Concrete <br />TDH Feet of ]lead <br />❑ Effluent screen: 0 Y � N Alarm QY ♦Fi N <br />❑ <br />Alarm location <br />Soil Treatment Area (STA) <br />Mound/At-Grade area (width x length): 43 ft x 74 ft <br />❑ <br />10 50 <br />Rock bed size (width x length): ft x ft <br />Inspection ports Cleanouts <br />❑ <br />Location of additional STA: wa <br />❑ <br />Surface water diversions <br />Type of distribution media: rock <br />❑ <br />Additional STA not available <br />-2- <br />
The URL can be used to link to this page
Your browser does not support the video tag.