My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
septic info
Orono
>
Property Files
>
Street Address
>
S
>
Sixth Avenue North
>
1920 Sixth Ave N - 27-118-23-42-0002
>
Septic
>
septic info
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:21:54 PM
Creation date
1/16/2019 11:55:57 AM
Metadata
Fields
Template:
x Address Old
House Number
1920
Street Name
6th
Street Type
Avenue
Street Direction
North
Address
1920 6th Avenue North
Document Type
Septic
PIN
2711823420002
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.
/
12
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
On the North Sbore o f <br /> Lake Minnetonka <br /> ON-SITE SEWAGE TREATMENT <br /> INSPECTION REPORT � POST OFFICE BOX 66 <br /> � . � � 1335 S. Brown Rd. <br /> Crystal Bay, MN 55323 <br /> � 473-7357 <br /> OWNER maC. ADDRESS l/�> ,.�JX� �'e� "" <br /> PERMIT NO.'S. ���g DATES �aa'�� CONTRACTORS � <br /> City Ordi�ance No.210 requires that each on-site sewage treatmerit system in Orono be inapected on a ragular b�is.The onsite sewage <br /> treetme�t system at the above addreaa haa been inspected and�pears to fall into the category checked below. <br /> (This is �-en exiating system- ❑ new construction) <br /> � � Meeri or exceeds current City standards in all respects relating to deaign,construction,and location.Appeen to be operating <br /> properly. <br /> �2 Does not meet all current City standards for new construction (1978 Code) but in m�t respects appears to be designed, <br /> located, and co�structed generolly in�rdsn�with previous codes.Syatem appears to be functioning properly;no major <br /> upgrsding of the system is required at this time. <br /> � 3 Does not mest current City standards in msny respects relati�g to design,construction,or location.Appears to be operating <br /> adequately at this time,but has a relatively high potential for future problems. No major upgrading of syatem is required at <br /> this time. <br /> � 4 System may or may not meet current City standards for design,constructio� or locetion,but is failing to properly treat and <br /> diapose of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is <br /> creating a aafety hezard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuas system repair/ <br /> replecement procedures. If drainfield replacement is ne�ssary,soil testing will usually be required,and a design and site plan <br /> muet be submitted for review.Your contractor must obtain a permit before work is started. <br /> SYSTEM CONDITION ( m Checked items msy require your action) <br /> Tank inspection indicatea: ❑ Inapection pipe is located directly over tank beffle.(Does not <br /> ❑ Pumpout not needed at this time. give accurate m�surement of solids accumulation.) If tanks <br /> �-Solids accumulation in tanks indicates they should be pump� have not been pumped out within the laat three years,they <br /> ed out this year to help prevent future problems, should be pumped out now. <br /> ❑ Solida accumulation in tanka ia at a critical level. Tanks Drainfield inspection indicatea: <br /> should be pumped out aa won as poaeible. �Dreinfield ia dry,no surfacing evident. <br /> ❑ System is discha►ging to wrface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. <br /> within 48 houn to eliminate aurface discharge. ❑ Drainfield ia saturated and visibly discharging untreated <br /> ❑ Inspection ri�ra miaing—tankt could not be inspected, effluent to the surface. 7his condition may require replace- <br /> Inspection risen (4"dia.pipe)muat be inatalled in each tank ment or additions to drainfield. Contact the City Inspector <br /> at next pumpout. If tanks have not bee�pumped out within immediately.Repairs muat be completed within 90 days. <br /> the laat three years,they should be pumped out now. O Drainfield extent and condition unknown. <br /> SITE CHARACTERISTICS: <br /> Limiting Site Factors Potential for System Failure Site Capabilities for <br /> ❑ Slope (dePends on soil types,water Future Expansion <br /> ❑ Soil table and system condition) ❑Adequate <br /> ❑ High water table �Low �Fair <br /> ❑ lot size ❑ Medium 0 Poor <br /> ❑ Lake,wetland,or stream ❑ High . ❑ Inadequate <br /> O Draina� ❑System is causing visible <br /> surface discharge. <br /> COMMENTS: � � � � <br /> i � <br /> � ' ►� d ✓e �1� <br /> /3 qO � as ��'" ,�y��. <br /> Date of Inspection eptic System Inspector pl��/�� � y�� <br /> Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of prope►iy,be addsed" tfiat ' <br /> this report does not guarantee or certify that an existing system will continue to function properly,but is merety an opinion of the adequacy <br /> of the system under current conditio�s based on the available i�formatio�. <br /> This report must be kept on the premises with system location and pumping records. <br /> WHITE COPY/I�spector's File GOLD COPY/Homeowner <br />
The URL can be used to link to this page
Your browser does not support the video tag.