My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
septic info
Orono
>
Property Files
>
Street Address
>
O
>
Orono Orchard Rd S
>
180 Orono Orchard Road South - 02-117-23-21-0010
>
Septic
>
septic info
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:07:05 PM
Creation date
5/18/2018 1:21:58 PM
Metadata
Fields
Template:
x Address Old
House Number
180
Street Name
Orono Orchard
Street Type
Road
Street Direction
South
Address
180 Orono Orchard Rd S
Document Type
Septic
PIN
0211723210010
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.
/
7
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 CITY <br /> INSPECTION REPORT OF POST OFFICE BOX 66 <br /> ORONO 1335 S. Brown Rd. <br /> Crystal Bay, MN 55323 <br /> 473-7357 <br /> OWNER Joseph Ro«/ _ ADDRESS 1 S . S 1/00 _ 1— A AP "4— _1 .* <br /> PERMIT NO.'S. r 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 gan existing system 0 new construction) <br /> D1 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. 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 /> 0 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 ( E Checked items may require your action) <br /> Tank inspection indicates: \ 0 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. 0 Drainfield is dry,no surfacing evident. <br /> ❑ System is discharging to surface. Tanks must be pumped 0 Some evidence of surfacing,not critical yet. <br /> within 48 hours to eliminate surface discharge. 0 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 �,,7immediately.Repairs must be completed within 90 days. <br /> the last three years,they should be pumped out now. ICI:Drainfield extent and condition unknow bat'SaW <br /> ho Suraunc3 <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 tab a and system condition) 0 Adequate <br /> ❑ High water table ow )air <br /> ❑ Lot size edium 0 Poor <br /> Lake,wetland,or stream 0 High ❑ Inadequate <br /> Drainage <br /> 0 System is causing visible <br /> • / surface discharge. <br /> COMMENTS: Or re Ud ,s a�riu4IL t u' t '? ius- aD_ 7x ,v ijj,d since._, <br /> )QSi or- nor WL re gerrmtid pu Anpiny Mu .ever-y 273 y& c5 6 a/vf)Id <br /> /90, lqOp) Apr' / <br /> ate of Inspection eptic System I s. tor <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.