My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
septic info
Orono
>
Property Files
>
Street Address
>
L
>
Lyman Avenue
>
1275 Lyman Avenue - 02-117-23-21-0027
>
Septic
>
septic info
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:07:17 PM
Creation date
6/26/2017 2:46:21 PM
Metadata
Fields
Template:
x Address Old
House Number
1275
Street Name
Lyman
Street Type
Avenue
Address
1275 Lyman Ave
Document Type
Septic
PIN
0211723210027
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.
/
21
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 Shore of <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 �- L�d� l V�R/II�L�SS ADDRESS 1 Z.�iS� LY/'f� ��� <br /> PERMIT NO.'S. �Q-,� DATES ld � 'S - �� CONTRACTORS J�/�aNJ�—�� <br /> City Ordinance No. 210 requires that each on�ite sewage treatment system in Orono be inspected on a regular basis.The on-site sewage <br /> treatment system at the ab�ove ddress has been inspected and eppearsto fall into the category checked below. <br /> (This is CJ an existing system ❑ new conatruction) <br /> � � Meets or exceeds current City standards in all respects relating to design,construction,and location.Ap�ars to be operating <br /> properly. <br /> � 2 Doea not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, <br /> located, a�d constructed generally in accorda�ce with previous codes.Systern appears to be functioning properly;no major <br /> upgrading of the system is required at this time. , <br /> � 3 Does not meet current City standards in many respects relating 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 system is required at <br /> this time. <br /> � � System may or may not meet current City standards for design,construction or location, but is failing to properly treat and <br /> dispose of the current input,and is endangering a weter supply,or is a souvice of pollution to surface or groundwaters,or is <br /> creating a sefety,hazard,or is otherwise creating a public nuiaance.Please contact the City Inspector to discuss system repair/ <br /> replacement procedures. If drainfield replacement is necessary,soil testing witl usually be required,and a design and site plan <br /> must be submitted for review.Your contractor must obtain a permit before work is sterted. <br /> SYSTEM CONDITION ( m Checked items may requi�e your action) <br /> Tank inspection indicates: ❑ Inspection pipe is loceted directly over tank baffle.(Does not <br /> .�8 Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks <br /> ❑ Solids aecumulatio� in tanks indicates they should be pump• have not been pumped out within the last three years,they <br /> ed out this yesr to help prevent future problems, should be pumped out now. <br /> ❑ Solids accumulation in tenks is at a critical level. Tanks Drainfield inspection indicates: <br /> should be pumped out as soon as possible. �—�7 Drainfield is dry,no surfacing evident. <br /> ❑ System is discharging to surface. Tanks must be pumped ❑ Some evide�ce of surfaci�g,not critiCal yet. <br /> within 48 hours to eliminate surface discharge. � Drainfield is saturated and visibly discharging untreated <br /> ❑ Inspection risers missing—tanks could not be inspected. effluent to the surface. This condition may require replace- <br /> Inspection risers (4"dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector <br /> at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. <br /> the last three years,they should be pum�d out now. � Drainfield exte�t 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 /> ❑ Soit table,and system condition) �"8 Adequate � <br /> ❑ High water table �� Low ❑ Fair <br /> ❑ Lot size ❑Medium ❑ Poor <br /> ❑ Lake,wetland,or stream ❑ High ❑ Inadequate <br /> ❑ Drainage 0 System is causing visible <br /> surface discharge. <br /> COMMENTS: <br /> « <br /> �/ucy 3/ l9 �� <br /> ate of Inspection ptic System Inspector <br /> Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or othe�transfer of property,be advised that <br /> this report dces not guarantee or certify that an existing system will continue to function properly,but is merely a�opinion of the adequacy <br /> of the system under current conditions based on the available information. <br /> This report must be kept on the premises with system location and pumping records. <br /> WHITE COPY/Inspector's File GOLD COPY/Nomeowner <br />
The URL can be used to link to this page
Your browser does not support the video tag.