HomeMy WebLinkAboutSeptic info ____
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Stree4 Address: Mailing Address:
���9 �'�G 2750 Kelley Parkway P,O. Box 66
k'E�TrI�
- Orono, MN 55356 Crystal Bay, MN 55323�0066
To: The Cun•ent Owner of Address ,� ��� �`�� �
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 followin� 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 Ident' as Non-�ompliant
Yes
No
If yes, system must be brou�ht into compliance by:
December 31, 2007 ��/
December 31, 2010 t/
ather
Septic 'Tank(s) Pump out Needed
Yes ��T o
The City recommends the septic tank(s) and/or lift tanl: be serviced and pumped
o�.�t �v�.ry three years. City records indicate the tank(s) w-ere last pumped out on
a - ? 3-�S . The tanl:(s) should be cleaned through the manhole and
not tluouah the inspection pipes, this allows for proper cleanina.
Comments:
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' Date of Inspection �'� ��
'lle�e�'rar� (��2) 2;;'-v6�� � ��; (��?) '��-4a��.�r
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.� , �� .� ;; Mailing Address:
` ��ESHOg " 2750 Kelley Parkway P.O. Box 66
- -_- Orono, MN 55356 Crystal Bay, MN 55323-0066
To Current Owner: Address: ��� ���� �� -
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): �
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 al][he 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 uruninent threat to public health or safety.
( 3 � "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-yeaz flood plain,any ISTS which may
��� or may not meet all die location,design,or conswction stan�ards 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): �'
Tank inspection indicates:
5 Pumpout not needed at this time.
� Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years.
Tank was last pumped �b`�-'�� ).
Make sure septic tanks are pumped throu�h manhole and not through white inspection pipes. This allows for the proper
cleanin�. Keep water softner and iron filter dischar�e out of septic svstem to prolong life of drainfield Ask pumper to test
alarm float to verifv alarm is still workinE in your house. The alarm warns owner that septage is about to backup into basement
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.
DRAINFIELD CONDITION 8-10 : �
8 Drainfield is dry,no surfacing evident.
9 Some evidence of surfacing,not critical yet.
10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
COMMENTS: �Jc�ti,:��—_�`� �S ��r.t���_���G�.�t �-- n.�}.j— �: �'z,� 1c,cc�
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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 of the adequacy of the system under current
conditions based on the available information.
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� .;,,og�,�' Street Address: Mailing Addreu:
ESfI 2150 Keiley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
95a-�yq-y600
To Current Owner: Address:_ a7�d F oX S�',
Ciry Ordinance 199 requires fhat each existing on-site sewa�e treatment system in Orono be inspected every two years.
The on-site sewa�e treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY (1-3): �
1 "CODE SYSTEM"An ISTS which mcets all the location,design and construction standards of the cuaent Orono Municipal Code.
2 "COMPLIANT SYSTEM" An iSTS which does not meet all the location,design and conswction standazds of the cursent Orono l�tunicipal
Code but does meet the thne foot separation requirement or two foot rcquircment for systems installed 1996 or earlier,and which is not failing or
an immincnt 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 conswction standazds 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 chuactcristics.
TANK CONDITION(�-.7�: 6
Tank inspection indicates:
5 Pumpout not needed at this time.
�Septic tanks must be pumped out this yeaz (city code requires tanks to be pumped out once every 3 years.
Tank was last pumped 6-2.-c c� ).
1�1ake sure septic tanl:s are pumped throu2h manhole and not throu�h white inspection nipes
This allows for the proper cleanin�.
7 Inspection risers missing tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank.
DRAINFIELD CONDITION -1Q : �
8 Drainfield is dry,no surfacing evident.
9 Some evidence of surfacin�,not critical yet.
10 Drainfield is saturated and visibly dischargin�untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
COiLIMENTS: S-ySre� �S ra�- �o�„�1;��.�r- c�� hu�S' �C� �e�ltit�� _,� 1Z�31-10)C
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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 properry,be advised that this report does not guarantee
or certify that an existing system will continue to function properly,but is merely an apinion ofthe adequacy of the system undereurrent condidons b'ased on the availabie
information.
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�9 g� � Street Address: Mailing Address:
�� $E+gg0 ,/" 2750 Kelley Parkway P.O. Box 66
�__- —' Orono, MN 55356 Crystal Bay, MN 55323•0066
May 16, 2000
Lucia& Deborah Stubbs
2720 FoY Street
Wayzata, Mn �5391
Dear Mr. & Mrs. Stubbs:
An inspection of your septic system was conducted on May 9, 2000. A summary of the inspection is
belo�v.
Septic Tank Condition
1. Pumpout needed within one year(last pumpout 1/2/82)
The septic system is non-compliant due to a lack of a three foot separation distance between the bottom
of the drainfield to the seasonally high watertable. The three foot requirement is a State Code, not a City
Code. A soil boring was conducted to deternune the depth of the seasonally watertable. The septic
system must be replaced no later than December 31,2010.
Enclosed is a list of state licensed septic contractors who work in Orono on a regular basis. Also
enclosed is a fact sheet e�plaining how a septic system functions properly. Finally, an as-built drawing
is enclosed that shows the appro�mate location of the septic system.
If y�ou have any questions rega.rding this report, please contact me at the City Offices at 249-4600.
Re ctful ,
. �
is Pence
On-Site Systems Manager
Enclosures
In the event this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be
advised that this report does no guarantee or certify the esisting 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.
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
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` �',, �t`�;�'��" ""� ,�ti Municipal Offices
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� �',�,<�'':.;���'�.�G Street Address: Mailing Address:
�.i� �;i�, .
��ES�IOg' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
owner: �� �l ( � Address: 2720 Fox st.
Permit #'s: 76 Dates: 9/5/84 Contractors: Jerry Johnson
(This is [� an existing system [ ] new construction) .
SYSTEM COMPLIANCE (1-3) : 3
1 Code System: Meets or exceeds current City standards in all respects relating to design,
construction, and location. Appears to be operating properly.
2 Compliant System: Does not meet all current City standards for new construction, but in
most respects appears to be designed, located, and constructed in accordance with previous
codes and is functioning properly.
3 Non-Compliant System: 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 any system with less than three feet of vertical separation between the bottom
of the drainfield and the saturated soil level.
(Tha saturatad soil lavel [�j has or [ ] has not been idantified at this tima. If the
saturatad soil level has not bean identified, this classification is subject to revision.)
TANK CONDITION (5-9) : 9
5 Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumped out this year.
7 System is discharging to the surface. Tanks must be pumped out within 48 hours.
8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out
within three years, they should be pumped out and risers installed now.
� Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks
have not been pumped out within three years, they should be pumped out now.
(During the last septic tank Maintenance Pumpout the tanks [ ] were or [�] were not confirmad
to be watertight by the licensed pumping contractor. If the tanks ware not confirmed to be
watertight, this classification is subject to ravision.)
D AINFIELD CONDITION (11-14) : 11
Drainfield is dry, no surfacing evident.
12 Some evidence of surfacing, not critical yet. Repair is not required at this time.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface.
Contact the City Inspector immediately. Repair must be completed within 90 days.
14 Drainfield extent and condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc. ) : low
COMMENTS: In order to confirm that your septic system meets Minnesota standards, soil borings
were performed to verify a 3 foot separation between the drainfield and the seasonal water
table. The separation is 1.2 feet and the system is non-compliant. Repair or replacement of
the septic system is required by 12/31/2007.
�1�-�� � -
Date of Inspection eptic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a
transfer of property, this report does not guarantee that an existing system will continue to
function properly, but indicates the operation of the system under current conditions.
Telephone (612) 473-7357 • FAX 473-0510
CITY OF ORONO � O�
Municipal Offices O � O
Post Office eox 66
Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT
r�`, � INSPECTION REPORT
ti
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Owner: ��/ l�f)Il�� Addres s: ��� ��x SI.
Permit �'s: � Dates: �'Sa`� Contractors: _)(�/W , ,��Y1�.�Y`�,
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site seuage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(This is � an existing system [ 7 neu 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 uaters.
2 "CONFORMING SYSTEM"-A system uhich does not meet alt the location, design, and construction standards of the
current City Codes, but uas 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 uithout 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 uhich 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 [ ) has or [ ] 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):
7ank inspection indicates:
5 Pumpout not needed at this time.
6 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. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out uithin 48 hours to eliminate surface dischar�e.
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 punped out within the last three years, they should be pumped out now
' - -- �
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DRAINFIELD CONDITION (11-14): `
Dr field inspection indicates:
1 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.): �ij�,J
COMMENTS:
Date of Inspection Sep ic Sys em I spector
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
informatton.
This report must be kept on the prEmises uith the system loc�tien and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
On the North Shore o f
Lake Mi�znetoyrka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
1335 S. Brown Rd.
� � � Crystal Bay, MN 55323
473-7357
� ��
OWNER � /-fj'/l�� ADDRESS ��� 1'dX J �
PERMIT NO.'S. ����' DATES �5 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.
(This is �. an existing system ❑ new construction)
�� 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 fu�ctioning properly; no major
upgrading of the system is required at this time.
� 3 Does not meet current City standards in ma�y 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)
�ank 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 Drai field inspection indicates:
should be pumped out as soon as possible. �-Orainfield 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, nd system condition) Adequate
�High water table •[�Low �Fair
❑ Lot size ❑ Medium ❑ Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑ System is causing visible
surface discharge.
r //
COMMENTS: ��- 1-' ��`-5 NI�.
C� � � � L� � �I � �'
� d'��i� :
-17-�1
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 curre�t 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 tl.�c North Shore o j�
Lakc�Yfi�znetorzka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER ��-1 I e � �S('r� ADDRESS G 7�C� !``-U k' S�/'-ec�y�
PERMITNO.'S. ��b? DATES ` -$-�4 CONTRACTORS� ��'--�� �Zl(nn��;
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 fali into the category checked below.
�..r�
(Tnis is X�n 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 usualiy 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 ( � Checked items may require your action)
Tank inspection indicates: �nspection 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 Drai ield 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:
Limi 'ng Site Factors Potential for System Failure Site Capabilities for
�Slope (depends on soil types,water Future Expansion
C� Soil table,and system condition) ❑ Adequate
❑ High water table �Low �Fair
❑ Lot size ❑ Medium ❑ Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑ System is causing visible
surface discharge.
COMMENTS: �-� � " ""i � � ' � ��I�����
�
'ti 6 � - GL U i'
.
�-�-i $, l qf� �
ate of nspection S c System Insp r
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 wili 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 t1�e North Shore o f
Lake ii9in�aetoyzka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER � yLC C''�.Sv�✓ ADDRESS � 7�`-C' j7x S�i'�E--7—
PERMIT NO.'S. 7 G'� '� DATES �� � ,��� CONTRACTORS ����Y �%����^
City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The onsite sewage
treatment system at the ab,o�ve address has been inspected and appears to fall into the category checked below.
(This is l� 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
LJ 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 tor review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION ( � 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 Drainfield inspection indicates:
should be pumped out as soon as possible. ---E3 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 drainfieid. 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
❑ Soii table,and system condition) �'B Adequate
--� High water table /� Low ❑ Fair
.�� Lot size ❑ Medium ❑ Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑ System is causing visible
surface discharge.
COMMENTS:
_�
t
��-1 G Ll S"j � /"1:1:.- .-�i��v -�.; t tt�.
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 wili continue to function properly,but is merely an opinion of the adequacy
of the system under current conditions based on the available information.
This rep4rt must be kept on the premises with system location and pumping records.
WHITE COPY /Inspector's File GOLD COPY/Homeowner
On t.he North Shore of
Lake Minnetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER �`y�-� (-���C}/'� ADDRESS ��Z--C� �b� S'7r�`
PERMIT NO.'S. ��'D �'�"� DATES � �� �� T CONTRACTORS 'J��'¢`�- �Q•"�C��'�'
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�an existing system ❑ new construction)
`�j�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 upgrsding 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/
repiacement 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 ( � Checked items may require your action)
Ta k i pection 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
❑ Sotids 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 Drainfi Id inspection indicates:
shouid be pumped out as soon as possible. �rainfield 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 elimi�ate 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) ❑ dequate
�High water table ❑ Low �air
Lot size ❑ Medium oor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
�Drainage ❑ System is causing visible
surface discharge.
COMMENTS:
� �c.�.—� "�� 1�� ,.'�'\
Date of Inspection Septic System Inspe
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 Mznnetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
� Crystal Bay, MN 55323
• - � •
473-7357
OWNER L�`'L� /�. (..�LSC�/l� ADDRESS ��Z� �X �7
PHONE PERMIT NO'S. / ��� DATES �- S - C� '�
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:
�� Meets or exceeds current city standards in all respects relating to design, construction, and location. Appears
to be operating properly.
❑ � Does not meet current city standards in some respects relating to design, construction, or location. Appears
to be operating properly.
❑ � Does not meet current city standards in many respects relating to design, construction, or location. Appears
to be operating adequately.
❑ � Does not meet current city standards of design, construction or location, is being overused, or is failing to
properly treat and dispose of the current input and is therefore endangering a water supply, is a source of
pollution to surface or groundwaters, is creating a safety hazard,or is otherwise creating a public nuisance.
Please contact the inspector to discuss requirements for repairs to your system. Soil testing may be re-
quired. In all cases a design and site plan must be submitted for review. Your contractor must obtain a permit
before work is started.
WORK REQUIRED:
� Septic tanks must be pumped within 48 hours.
� Drainfield must be repaired or replaced within 90 days.
� Inspsction riser (4"diam. pipe) must be installed in each tank.
� Tank inspection indicates maintenance pumpout is needed as soon as possible. City ordinance requires that
tanks be pumped out every three years.
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 Medium ,� Poor
❑Lake,wetiand,or stream ❑ High ❑ Inadequate
�Drainage ❑System is causing visible
surface discharge.
COMMENTS:
.S�� �-'�TiQs E'�-/�j��i�
� � . ,
,9 %� -�; �/ �
Date of Inspection Septic System ector
This report must be kept on the premises with system location and pumping records.
WHITE COPY/ Inspector's File GOLD COPY /Homeowner