My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
septic info
Orono
>
Property Files
>
Street Address
>
S
>
Smith Avenue
>
080 Smith Avenue - 02-117-23-21-0004
>
Septic
>
septic info
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:10:26 PM
Creation date
2/15/2019 2:01:58 PM
Metadata
Fields
Template:
x Address Old
Address
080 Smith Ave
Document Type
Septic
PIN
0211723210004
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.
/
9
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 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 fRA�NK Ua�GT ADDRESS �� �� �H � <br /> PERMIT NO.'S. �S��TES ��` �1 g� CONTRACTORS �� <br /> City Ordinance No.210 requires that each on-site sewage treatment system in O►ono be inspected on a regular basis.The on-site sewage <br /> treatment system at the ab�ove reu has been inspected and appears to fali into the category checked below. <br /> (This is LJ an existing system ❑ new construction) <br /> � � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating <br /> properly. <br /> � 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, <br /> located, and constructed generally in accordance with previous codes.Sysiem appears to be functioning properly;no major <br /> upgrading of the system is required at this time. <br /> � 3 Dces not meet current City standards in maqy respects reiating 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 /> � 4 System may or may not meet current City standerds for design,construction or location, 6ut is failing to properly treat and <br /> dispose of the current input,and is endangering a water supply,or is a source of pollution to sUzface or groundwaters,or is <br /> creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/ <br /> replacement procedur�s. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan <br /> must be submitted for review.Your contractor must obtain a permit before work is started. <br /> SYSTEM CONDITION ( m Checked items may require your action) <br /> Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not <br /> --'0 Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks <br /> ❑ Solids aecumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they <br /> ed out this year to hetp prevent future problems, should be pumped out now. <br /> ❑ Solids eccumulation in tanks ig at a critical level. Tanks Dreinfield inspection indicates: <br /> should be pumped out as soon as possible. .�-E�7 Drainfield is dry,no surfacing evident. <br /> ❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,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 l4" dia. pipe)must be instaNed 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 muat be completed within 90 days. ' <br /> the last three years,they should be pumped out now. ❑ 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 �'--� Poor <br /> ❑ Lake,wetland,or scream ❑ High ❑ Inadequate <br /> —� Drainage ❑System is causing visible <br /> surface discharge. <br /> COMMENTS: <br /> �/,U� � 3r �q 8L <br /> te of Inspection eptic SVstem Inspector <br /> Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that <br /> this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy <br /> of the system under current conditions based on the available inform8tion. <br /> This report must be kept on the premises with system location and pumping records. <br /> WHITE COPY/Inspector's File GOLD COPY/Homeowner <br />
The URL can be used to link to this page
Your browser does not support the video tag.