My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
septic info
Orono
>
Property Files
>
Street Address
>
M
>
Millston Road
>
1075 Millston Road - guest hse for ?
>
land use
>
septic info
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/15/2023 7:19:53 AM
Creation date
7/13/2017 10:55:14 AM
Metadata
Fields
ProcessedPID
True
Tags
No PIN
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 th.e North Shore o f <br /> Lake Minrzetonka <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 -�.,<"'„�i,�-� �,�%.;1 �;C'��'L,'� ADDRESS ���1': �`i'i �`1�.1y>� I�'� c=t�Jl <br /> PERMIT NO.'S. ^ DATES CONTRACTORS — <br /> City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage <br /> treatment system at the above address has been inspected and appears to fall into the category checked below. <br /> (This is � 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 Ooes not meet all current City standards for new construction 11978 Code) but in most respects appears to be designed, <br /> located, and constructed generally in accordance with previous codes.System 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 /> � 4 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 water supply, or is a source of pollution to surface 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 procedures. 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 ( � Checked items may require your action) <br /> Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle. (Does not <br /> ❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks <br /> (� Solids accumulation in tanks indicates they should be pump• have not been pumped out within the last three years, they <br /> ed out this year to help prevent future problems. should be pumped out now. <br /> ❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates: <br /> should be pumped out as soon as possible. (� Orainfield is dry,no surfacing evident.�•r� �;re�`+.i,;��i f� rA���_� <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 (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 pumped out now. ❑ Drainfield extent and co�dition 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 C�Medium ❑ Poor <br /> � Lake,wetland,or stream �High ❑ Inadequate <br /> ❑ Drainage ❑System is causing visible <br /> surface discharge. <br /> COMMENTS: ��S7t/����t. �.�����'Ic� '[ir%�1 ul'.fi.F'� jP?:A'�C �'\ �l.t �tl�\\'' P �I�C> i�� � �'� <br /> � �( \� � J\���%1 i 1-�'� �� '�'��"'.� � � � ' �;l '2 rli� ��1�5��1� f 1��1�� <br /> � <br /> �,� - � - X f � ' �� ��� <br /> Date of Inspection Septic S efn ns ector <br /> 1 <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 information, <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.