HomeMy WebLinkAboutOnsite sewage treatment systems //O O
CITY of ORONO
Municipal Offices
Street Address: Mailing Address:
�4jt K0 1 2750 Kelley Parkway P.O. Box 66
==— Orono, MN 55356 Crystal Bay, MN 55323-0066
To: The Current Owner of Address .S® Lj,' 1 r 5
City Ordinance requires that onsite sewage treatment systems in Orono be
inspected on a periodic basis. The onsite sewage treatment system at the above
address has been inspected and the following is known about the system. A
sketch of the known components of the system is available for most properties at
the Orono City Hall.
Imminent Public Health Threat
Yes ,No
If yes,please contact the Onsite Systems Manager at 952-249-4626 within 10
days of receipt of this notice. The septic system must be brought into compliance
within 90 days. Failure to do so will result in referral to the City Attorney for
legal action.
System Identif as Non-Compliant
Yes
No
If yes, system must be brought into compliance by:
December 31, 2007
December 31,2010
Other
Septic Tank(s) Pump out Needed
Yes
No
The City recommends the septic tank(s) and/or lift tank be serviced and pumped
out every three years. City records indicate the tank(s) were last pumped out on
i _26 •- cLi . The tank(s) should be cleaned through the manhole and
not through the inspection pipes, this allows for proper cleaning.
Comments:
Inspector: 16Date of Inspection 1 '
Telephone(952)249-4600 a Fax(952)249-4616
www.ci.orono.mn.us
On the North Shore of
Lake Minnetonka
ON-SITE SEWAGE TREATMENTCITY
INSPECTION REPORT OF POST OFFICE BOX 66
O.ONO 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER 4NN t4iT-E ADDRESS A)ILLar.✓ �7C
PERMIT NO.'S. /PKC DATES — Ca, 1477 CONTRACTORS -'041VS Sol11S'
City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage
treatment system at the above dress has been inspected and appears to fall into the category checked below.
(This is an existing system ❑ new construction)
1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
properly.
2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
located, and constructed generally in accordance with previous codes. System appears to be functioning properly; no major
upgrading of the system is required at this time.
3 Does not meet current City standards in many respects relating to design,construction, or location.Appears to be operating
adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at
this time.
4 System may or may not meet current City standards for design, construction or location, but is failing to properly treat and
dispose of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is
creating a safety hazard, or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan
must be submitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION.( m Checked items may require your action)
Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not
❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they
�I ed out this year to help prevent future problems. should be pumped out now.
Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates:
should be pumped out as soon as possible. ❑ Drainfield is dry,no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet.
within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated
❑ Inspection risers missing—tanks could not be inspected. effluent to the surface. This condition may require replace-
Inspection risers (4" dia. pipe)must be installed in each tank men, or additions to drainfield. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days.
the last three years,they should be pumped out now. Drainfield extent and condition unknown.
SITE CHARACTERISTICS: PRESUME_) AREA Da-y
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Slope (depends on soil types,water Future Expansion
❑ Soil table,and system condition) _--"B Adequate
❑ High water table `-0 Low ❑ Fair
---"-E Lot size ❑ Medium ❑ Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑ System is causing visible
surface discharge.
COMMENTS: Pu M PO L) N aab EA
12. / -
Date of Inspection Septic System Inspector
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
this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy
of the system under current conditions based on the available information.
This report must be kept on the premises with system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeowner
On the North Shore of
Lake Minnetonka
ON-SITE SEWAGE TREATMENT CITY
INSPECTION REPORT OF POST OFFICE BOX 66
O_OJ 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER Ann Whf t�-, ADDRESS 450 Willow Dtive S.
PERMIT NO.'S. DATES s�- I q 77 CONTRACTORS Edhn 'k SonS
City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage
treatment system at the above address has been inspected and appears to fall into the category checked below.
(This is Xan existing system ❑ new construction)
1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
properly.
2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
located, and constructed generally in accordance with previous codes.System appears to be functioning properly; no major
upgrading of the system is required at this time.
3 Does not meet current City standards in many respects relating to design, construction,or location.Appears to be operating
adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at
this time.
4 System may or may not meet current City standards for design,construction or location, but is failing to properly treat and
dispose of the current input, and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is
creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan
must be submitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION ( m Checked items may require your action)
Tank inspection indicates: [XInspection pipe is located directly over tank baffle.(Does not
❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they
ed out this year to help prevent future problems. should be pumped out now.
❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates:
should be pumped out as soon as possible. ,`Q Drainfield is dry,no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet.
within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated
❑ Inspection risers missing—tanks could not be inspected. effluent to the surface. This condition may require replace-
Inspection risers (4" dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days.
the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown.
SITE CHARACTERISTICS:
Lim' ' g Site Factors Potential for System Failure Site Capabilities for
.Slope (depends on soil types,water Future Expansion
❑ Soil table and system condition) ❑ Adequate
❑ High water table InW LowFair
El Lot size El Medium ,Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑ System is causing visible
LL _I surface discharge.
COMMENTS: See a-HKLC Aed
ust lD ''�'
Date of Inspection Septic System Inspector
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
this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy
of tht system under current conditions based on the available information.
This report must be kept on the premises with system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeowner
On the North Shore of
Lake Minnetonka
ON-SITE SEWAGE TREATMENT CITY
INSPECTION REPORT OF POST OFFICE BOX 66
_ONO 1 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER ,T/�n Z, ADDRESS
PERMIT NO.'S. d/nf DATES 1777 CONTRACTORS
City Ordinance No.210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage
treatment system at the above address has been inspected and appears to fall into the category checked below.ov
(This is 175,an existing system ❑ new construction)
01 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
,�//// properly.
f9 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
located, and constructed generally in accordance with previous codes.System appears to be functioning properly;no major
upgrading of the system is required at this time.
3 Does not meet current City standards in many respects relating to design,construction,or location.Appears to be operating
adequately at this time,but has a relatively high potential for future problems. No major upgrading of system is required at
this time.
4 System may or may not meet current City standards for design,construction or location, but is failing to properly treat and
dispose of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is
creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan
must be submitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION.( m Checked items may require your action)
Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not
❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
Solids accumulation in tanks indicates they should be pump• have not been pumped out within the last three years,they
ed out this year to help prevent future problems. should be pumped out now.
❑ Solids accumulation in tanks is at a critical level. Tanks Drain field inspection indicates:
should be pumped out as soon as possible. Drainfield is dry,no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet.
within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated
❑ Inspection risers missing—tanks could not be inspected. effluent to the surface. This condition may require replace-
Inspection risers (4"dia.pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days.
the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown.
SITE CHARACTERISTICS:
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Slope (depends on soil types,water Future Expansion
❑ Soil table,and system condition) ❑ Adequate
❑ High water table ❑ Low 'Fair
❑ Lot size 0-Medium ❑ Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑System is causing visible
surface discharge.
COMMENTS:
�l0�3-ql
Date of Inspection Septic System Inspector
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
this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy
of the system under current conditions based on the available information.
This report must be kept on the premises with system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeowner
CITY OF ORONO O
Municipal Offices O O
Post Office Box 66
Crystal Bay, MN 55323-0066 A ON—SITE SEWAGE TREATMENT
INSPECTION REPORT
ti
�kESH0
Owner: Address:
Permit #'s: Dates: /%/ / Contractors: SOnIIS t{� �1'►4'
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(This is &-k an existing system [ ) new construction)
SYSTEM CONFORMITY (1-3):
1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
"CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface waters.
3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or may not meet all the Location, design, and construction standards of the current City
Codes and which is failing for any reason; and any system with Less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
(The limiting soil characteristic I I has or ok has not been identified at this time. If the limiting soil
characteristic has not been identified, this c assification may be subject to revision.)
TANK CONDITION (5-10): 1/a
Tank inspection indicates:
5 Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should bed out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next pumpout. If tanks have not been pumped out within the Last three years, they should be pumped
out now.
1� inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been pumped out within the Last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
Dr field inspection indicates:
Drainfield is dry, no surfacing evident.
Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope.setbacks.etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soiLs.water table.etc.):
COMMENTS:
Date of Inspection a is Sys em nspector
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 this report does not guarantee or certify that an existing system will continue to function
properly, but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
This report must be kept on the premises with the system Location and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
CITY OF ORONO O
Municipal Offices O O
Post Office Box 66
Crystal Bay, MN 55323-0066 ON–SITE SEWAGE TREATMENT
INSPECTION REPORT
ti
ti
9kESHO4�
Owner: AL) AAddress: "T�_ ) �A11nh�
Permit #'s: nMr —Dates: 1177? Contractors: , aAr-.<9f''<_a�
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(This is IX an existing system I ) new construction)
SYSTEM CONFORMITY (1-3):
1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
2 "CONFORMING SYSTEM11-A system which does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface waters.
3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
(The limiting soil characteristic I ) has or A has not been identified at this time. If the limiting soil
characteristic has not been identified, this classification may be subject to revision.)
TANK CONDITION (5-10):
,Few inspection indicates:
( 5) Pumpout not needed at this time.
`5 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. of nks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge.
9 inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed to each
tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped
out now.
10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been pumped out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
rfield inspection indicates:
11 Drainfield is dry, no surfacing evident.
72 Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slooe.setbacks.etc.):
POTENTIAL FOR SYSTEM FAILURE (deaends on soils.water table,etc.): /nM1
,,y
COMMENTS: /�� GGG���1
Datte of Inspection 8-dftW System Ins ector
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 this report does not guarantee or certify that an existing system will continue to function
properly, but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
This report must be kept on the premises with the system location and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
O � O
CITY of ORONO
Municipal Offices
'
Street Address: Mailing Address:
�kEgg04' 2150 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: /"t r\i\ w 1, Address: q50 fir
S.
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY (1-3): 3
1 "CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal
3DCode but does meet the three foot separation requirement,and which is not failing or an imminent threat to public health or safety.
"NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS'located within a designated 100-year flood plain,any ISTS which may
or may not meet all the location,design,or construction standards ofthe current Orono Municipal Code and which is failing for any reason;and
any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION(5-10):
Tank inspection indicates:
5 Pumpout not needed at this time.
OTank must be pumped out this year (city code requires tanks to be pumped out every 3 years. Tank was last pumped 4—3 0— 9 a 1
7 Solids accumulation in tanks is at a critical a critical level. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspected Inspection risers(4"dia.pipe)must be installed in each tank at next pumpout If tanks
have not been pumped out within the last three years,they should be pumped out now.
10 Inspection pipe is located directly over tank baffle(does not give accurate measurement of solids accumulation). If tanks have not been pumped
out within the last three years,they should be pumped out now.
DRAINFIELD CONDITION(11-14): 1�_
11 Drainfield is dry,no surfacing evident.
12 Some evidence of surfacing,not critical yet
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be
completed within 90 days.
14 Drainfield extent and condition unknown.
COMMENTS: S o� 3 Scoot Sc�e«k,o
Orc 52a50,.o\ wa+er�rab�� �� nom O1: -Yrc.c\es {ZeD1gC� by 1] 11 ` x010
S r -
10—\t —O \ � \
Date of Inspection Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other trairsfer of property,be advised that this report does not guarantee
or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available
informations.
_ CITY of ORONO
Municipal Offices
. :: f
Mailing Address:
, , ,.• Street Address:
' CE+gg04' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323.0066
To Current Owner: Address: Lt SO 0'^-
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY (1-3):
26"CODE SYSTEM"An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code.
"COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal
Code but does meet the three foot separation requirement or two foot requirement for systems installed 1996 or earlier,and which is not failing or
an imminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may
or may not meet all the location,design,or construction standards of the current Orono Municipal Code and which is failing for any reason;and
any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION(5-7):
inspection indicates:
5 Pumpout not needed at this time.
6 Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years.
Tank was last pumped 20 —W-k ).
Make sure septic tanks are pumped through manhole and not through white inspection pipes This allows for the
proper cleaning. Keep water softner and iron filter discharge out of septic system.
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If
tanks have not been pumped out within the last three years,they should be pumped out now.
D&4MIELD CONDITION 8-10
8 Dminfield is dry,no surfacing evident.
9 Some evidence of surfacing,not critical yet.
10 Dminfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
COMMENTS: �� ��c��-,e\t� �- S�� t �r-�t�tS \Opy,_ cAf .
\\_w -o'3
Date of Inspection Matt Bolterman- Septic System Inspector
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 this report does not guarantee
or certify that an existing system will continue to function properly,but is merely an opinion ofthe adequacy of the system undercurrent conditions based on the available
information.
Telephone(952)2494600 - Fax(952)2494616
www.cLorono.nin.us