HomeMy WebLinkAboutSeptic info .�
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CITY of URONO
(� Municipal Offices
�� G~ Street Address: Mailing Address:
��kESH��``�� 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
October 26, 2004
Dear Project Area Residents;
Sanitary Se�ver Assessments
1. Assessment Amount and Time Period.
Tlle assessment ainount adopted for your property is$6,4000.The assessment will appear on your 2005
tax statement and is for a 15-year period
2. Interest Rate.
The interest rate applied to the assessment is 6.25%.
3. Initial Prepayment Period.
The final date for full or partial prepayment of the assessment without interest is Monday,November
30`'', 2004.
4. Future Prepavment Periods.
Begiiuling in 2005, and every year thereafter, the remaining outstanding assessment may be paid off
in full before November 15`�', or interest will be charged through December 31 of the next succeeding
year.
Senior Citizen Assessinent Deferral
Owners of homestead property who are 65 years or older may apply for a deferinent of the special assessment if
they meet the income criteria set forth in City Council Resolution#2864.
Thank you for your assistance in this matter. Please contact me at 952-249-4621 should you have any
questions.
Sincerely;
�~�,
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(;.�� _�--- G- vf�
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Greg Gappa
Director of Public Services
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.rnn.us
� R, SEPTIC SYSTEM INVENTOR Y
Address: 776 Brown Rd. N. PID: 34-118-23 12 0001
Building Type residence BRs Install'd for: 5 In Musa: Yes
Permit#: 5315 Date of Permit: 9/19/78 Installer: Sullivan
System Type: standard trench Experimental: no Tank Filter:
SYSTEM CONDITION
Conformity: 3 Tank Condition: 5 DF condition: 11 Failure Pot: med
SEPTIC TANKS
Material: precast concrete Capacity: 1000, 1000
Setback to Bldg: 20 Cesspool:
DRAINFIELD
Length of Lines: 430 # Lines: 5 Trench Width: 2.5-5
Treatment Area: 1265 Type of Filter: rock Soil Boring: yes
Tile Size: 4 Under Tile: 12 Perc Rate: 25
Setback DF-Bldg: 50 DF Ht above Wt: 1
Soil Type: sandy clay Limitations: water table
WELL DATA
Setbacks - Well-Tanks: 80 Well-DF: 100 Report in File yes
Pump Type: subm. Depth: 202 Diameter: 4 Method: drilled
INSPECTION RECORD PUMPOUT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
9/22/78 installation c 4/1/92 2000
7/16/81 no surfacing 1 6/5/93 2000
8/5/86 DF saturated 4 8/20/94 750
6/29/88 DF saturated-maybe due to sprinkler syst 3 4/22/97 1500
10/5/90 no surfacing-need risers and pump tanks 1 11/9/98 3000
5/27/92 no surfacing 1 8/27/O1 2000
9/6/95 non-conforming-repair by 12/31/97 3 6/17/02 2000
8/24/98 non-compliant-DF surfacing 3
3/16/00 non-compliant, no surfacing, repair 12/31 3
6/13/02 surfacing,replace non-complian%
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_;���:.=.�� CITY of ORONO
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�9�,��-�O�.�G Street Address: Mailing Address:
�' 2750 Kelley Parlcway P.O. Boz 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
9sa-�49-4600
To Current Owner: Address: ���' � S��'�' '�� �
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two yeazs.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY (1-31: 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 conswction standards of the current Orono Municipal
Code but does meet the three foot separation requiremen[or rivo foot requirement for systems instalted 1996 or earlier,and which is not failing or
an imminent threat to public health or safery.
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 curtent 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 chazacteristics.
TANK CONDITION( ___�: �
Tank inspection indicates:
SO 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 )•
Make sure septic tanks are pumped throu�h manhole and not throuSh white inspection pipes.
This allows for the proper cleaning.
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank.
DRAINFIELD CONDITION(' ' �' �
8 Drainfield is dry,no surfacing evident.
O9 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: �`IS��— r``���- b� fz \�,cc�) �� 12' �31—�.007 . �(ou r���
� �,�,�L ��. l,\o�kz : �� 5zt��c._ Secc-.`� � d��.:<—�--t�c' '�o h^�
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< '�-i, ���r.�� �-�r- l
�o—�"� —a� ��C 1 �r�.'?�-�-.,
Date of Inspection Matt Bolterman - Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requiremenu for a mortgage or other vansfer of property,be advised that this report does not guazantee
or certify that an existing system will continue to func[ion properly,but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
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� t� ,, _. ,; CITY of ORONO
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� �, MunicipalOffices
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��'� �'�a `�;`� � Street Address: Mailing Address:
��\��$EggQ�'� 2750 Kelley Parkway P.O. Box 66
�-- Orono, MN 55356 Crystal Bay, MN 55323-0066
March 24, 2000
Barbara Luikens
Richard Benson
776 Brown Road North
Long Lake, Mn 55356
Dear Ms. Luikens &Mr. Benson:
An inspection of your septic system was conducted on March 16, 2000. The system was installed on
September 19, 1978 by Sullivan's Services. A summary of the inspection is below.
Septic Tank Condition
1. Pumpout not needed at this time.(Last Pumpout 11/9/98.)
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 determine the depth of the seasonally watertable. The septic
system must be replaced by December 31, 2002.
Enclosed is a list of state licensed septic contractors who work in Orono on a regular basis. Also
enclosed is a fact sheet explaining how a septic system functions properly. Finally, an as-built drawing
is enclosed that shows the approximate location of the septic system.
If you have any questions regarding this report, please contact me at the City Offices at 249-4600.
R ectfu y,
' ��
�
Chris Pence
On-Site Systems Manager
Enclosures
In the e�ent 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 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.
Telephone(612)249-4600 • Fax(612)249-4616
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� C ITY of ORONO
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�l5� Municipal Offices
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Street Address: Mailing Address:
$EggO,� 2750 Kelley Parkway P.O. Box 66
-____=� Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: �l/��� ���� Address: 776 Brown Rd. N.
Permit #'s: 5315 Dates: 9/19/78 Contractors: Sullivan
(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.
� 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.
(The saturated soil level is [� or is not [ ] identified under this septic system. If the
saturated soil level is not identified, this classification is subject to revision.)
NK CONDITION (5-9) : 5
5 Pumpout not needed at this time.
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.
9 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.
10 One or more tanks are cesspools, which means the septic system is non-compliant.
(The tanks are [ ] or are not [ ] water tight or the condition is [�] unknown. If the tanks
are not confirmed to be watertight, this classification is subject to revision.)
INFIELD CONDITION (11-14) : 11
11 Drainfield is dry, no surfacing evident.
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. ) : medium
COMMENTS: The septic system is non-compliant, and is also discharging effluent to the surface.
The system must be repaired or replaced by 11/24/98.
����� �
Date of Inspection ept c ystem Inspecto
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 eay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT
r� �C�. INSPECTION REPORT
'C�� G~
9kESHa4'�
p((�>r
Owner: il���.� ���Y�� Address: ��� �'��i�in/�O �, f�.�i
Permit #'s: �3,(� Dates: �! 7?� Contractors: �i// �)�Y�
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 ,yV 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
uithout discharging any pollutants into ground or surface uaters.
2 "CONFORMING SYSTEM"-A system uhich 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 uithout discharging
any pollutants into ground or surface waters.
3 "NON-CONFORMING SYSTEM"-A prohibited system; a system tocated 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 an s stem with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soi c ar . 3
�(7he limiting soil characteristic ,(� has or [ ] has not been identified �t�t�,is tim�. 'lf the limiYing soil
characteristic has not been identi'fied, this classification may be subject to revision.)
TANK CONDITION (5-10):
Tpr* inspection indicates:
(,�/ PtHnpout 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 discharse.
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).
tf tanks have not been punped out within the last three years, they should be pumped out now.
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 [nspector
irtmediately. Repairs must be completed uithin 90 days.
14 Drainfield extent and condition unknoun.
,
LIMITING S1TE FACTORS (slope,setbacks,etc.): �
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): /n�„/�����,
�!, ,6�
COMMEN :�` � � '� � .��{�Y e���
. � ,
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,� �
Date of nspection Septic S st Znspector
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 pre�nises with the system locPtien and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
CITY OF ORONO � O�
Municipal Offices O O
Post Office Box 66
Crystal eay, MN 55323-0066 a � ON—SITE SEWAGE TREATMENT
„� � INSPECTION REPORT
ti
'�'� �G
9kESH��'
Owner: ,/l�mQ� / ��Yel�..� Address:_� 7�I��i�'� /�C71� 110.
Permit #'s: ��S Dates: /—��� Contractors: ,��/l�I,�'Y�
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-stte sewage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(This is ,�1 an existing system [ 7 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 uaters.
2 "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 uhich
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface uaters.
3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located uithin 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 [ ] has or Pl} 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): �
T�a►c inspection indicates:
6� 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 acuunulation 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. [f tanks have not been pumped out within the last three years, they should be pumped
out now.
10 lnspection 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.
2 Some evidence of surfacing, not critical yet.
13 Draintield 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,uater table,etc.): �i���
COMMENTS:
Date of Inspection eptic 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
properlyi 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 loc�tion and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
On the North Shore o f
Lake Minnetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
1335 S. Brown Rd.
� � � Crystai Bay, MN 55323
473-7357
OWNER -/�/n� ///�/r°1�� ADDRESS �///t �i�E��l"� ��r
PERMIT NO.'S. �� J DATES -1 ��r��1 CONTRACTORS S�II/t/�Y1,
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)
IC-'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 accorda�ce 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 ( � 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. �1 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 pumna�+���*u��*ti�� immediately.Repairs must be completed within 90 days.
the last three years,theV 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 O Medium ❑ Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑ System is causing visible
surface discharge.
COMMENTS: ��I�iDPC�DY-� � S�✓5 /YJ►�� � IGI�i l! � C�/'� �f�;►�1�5
,����jai� ��-,�i��►�
/�'._''��� - - �
Date of�nspection S ptic 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 Shorc o f
Lake Mi�znetorzka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
owNER �i�'r�,r� 1���'a �i�.`�� AooREss I l�� �.�Ko�tn.� l�'p �
PERMIT NO.'S. �� J�'S' DATES �� � � J� � � CONTRACTORS `��� LC I l��^'
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 abJovQ address has been inspected and appears to fali into the category checked below.
(This is L/J an existing system ❑ new construction)
� � Meets or exceeds current City standards in ali 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�s
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 ( � 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.
❑ Soiids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates:
shouid 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. tf 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
----�7 Soil table,and system condition) ---fl Adequate
---0 High water table ❑ Low ❑ Fair
�---�7 Lot size ❑ Medium � Poor
- --� Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage _�� System is causing visible
surface discharge.
COMMENTS:
�La C-�t>1 j � '� �(tp � ,.
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
�'
, � � SI�TE ADD�ZESS _ � 7 Lv ISxc;ti�+ n/ �I� /V . ' CITY OF ORONO
�
ON-SITE SEWAGE Tr�EATP�ENT - REPAIRS OR 1�DDIT�ONS TO EXISTING SYSTEMS
THE FOLLOWING GUIDELINES SHOULD HELP YOU IN REPAIRING YOURFAILING SEPTIC
SYSTEM:
1. Sy��tem .v� �a,i,2i.ng becac,�/�e:
� Poor soil conditions
� Too much water use for size of system
� High water tablP.
� Sludge `getting into drainfield - tanks need repair/replacement
� Other
� Unknown; or a combination of the above factors. It is not always possible
to determine the exact cause of system failure, bu� those listed are
corr�mon factors.
2. 7anfze - C,i.ty Code neqe.we.e� 2 .tanF� .�.►�. a na�na,e tce�,,�dey�.i,ct,2 grcav,i�y-�.�ow hy�xem:
1-]000 ga.P.�art, 1-750 ga.e,eon �neea,s� eone�c.e.te �a.nfz�s �.n be�c,i.v,. The�se cvice m-i.v�i.mum
d�.ze� - yau may u�h �a �.n��a.Q.e .�atr.gen .tanh�. I� you have on.Cy 1 �anf�, ,i� ,c,s
norcmu,P�.y nequ,ilc.ed �o add a aeeond wl2en neha-ihi.ng a �a,i,�i,ng 6yb�2m. T� you have
2 �anfz� be.�t .they cuc2 �uba�an,t�,i,a,P,�.y unde��.zed �500-G00 ga.?,e.o�vs, �yon �.n��a.nee? ,
:it -us neeonrrneveded �ha t �Gcey be �cep.�aced. I� youtc nepu,vc�, w�i.e,2 nequ,i�.e a �ump,
-i,t �hou.�d be ��a.ced �.v� a �Gwcd .t,anfz (500-1000 ga.Q,�on necommended) .
� System will likely require replacement/addition of 1 or mnre
� tanks:
3. A no�e aboc.Lt pump6: Pump� and pump eavi,tico.2�s have ou,t os nece��s.�.ty become be�tvc
de�s.�gned and mane dwca.b�e �,v� �he .�a�s.t �e�u yea�c�. Necv�.2y one a ep.t,i.e �yb�em �n
�youn �.vv��,a,Q,Ped �.n Unana malze� u�e �� a r��,rn, due .to �.�,te eo►id.i�i,ovi,6. A pum� may
be nee.ded: - wGeeve ba�sement ��oan. d�r.a�i,w, on .�owe�.t �ew�t ,2,f,vice a�r,e be,eaw .the anea
�o be uhed aa ctna.i_vc��.e.ed. - .(,y2 a.P,e maund �y��err+�, wGu.ch cvice cused u}Gcehe Gi.i.gh wcLte�r.
,tcr.b�2e on ��.aw.�y ne�eeo�a�i.ng da.t.2�s cvt.e �ound.
Th.e�ce wr.e e�s�evr,ti.a,�2y �wo �ype� o{� �ump.a u�ed �.n a ep�,i.c �s y��em�s aJ�p.?.i.cax.i.av�:
1. ����e►� a�n� - n�n o�y �'-t-qu,i-d�s, nonma,2Q.y u�ed a��e�r, �he �second aep�.t.c
�anf�, on �on .�aunct�.y �,n �h.e ba�semer�.t; and
2. �n,i.nde�c on .ao.�c:ci�-hand,�i.�.9 r�um;��, eu�ed �on ba�emev�t �a.i,Pe,t�s and �some,t,c:me�,
�.v�,�a,f',2ed .�.n an ou�s�,de aump, wh,i.cl2 pump �e�tiage up �0 6e��'.t.e za.nfz�s an
h,i.gh gnound.
Pump �a-i.2uh.e� �.n �he na�� h.ave been due mo��� .ta �swi.teh bcu.Qufce�, (eo�cna��.o�i
o� weah,i.ng au,t) and 2eec.t�c,i.c connee.ti.o�i co�vco��.an. Bo�Ge o� �he�se pnvb.�em�,
have been tc.edueed by euse os eavco6�.o�2-ne�s�.tev�t b.2oa,t �sww,i,.teh�s and eovcnec,t,i.on
baxea. Glltii..Qe pum� ba,i.�cvt.� crn,e 2.e��s cornmovc .tl�r.an �,n �h.e �a��, a 1ug61 wa�en
a,ecvcm co��i.ng apnnox,imcite,�.y $75-$100 .v� nofcma,P�y nequ,uced whene a pump ,i�, wsed.
I�t'�s we� won.th �he �fu:ce �.{� .i.t aave� you a ca��� bcisem�.v►,t c.e.eavcup.
� Repairs to system will likely require a pump, including a pump tank
and alarm system.
Pac�e 1 0� 3
i
y.�
"' 4. �n.a.cn{��i.e,ed - yowc Cf1(.CI.C�IS,CC:Q(.� -(iS .tlle eo�np,cvte��,t v� �ouh �5e.r�Z<e .�yS�tem ,t.lie CU1Ltl(QC,tU-'c
lia.� .�ea,s.t con.th.a.0 avelc. No ma.t�eh liow cue,Q.� ca�v�.t�cucted a dhcu.n{��.�Q,d .i�, .�t -i�s
ria be,�tr✓� .tlia�i z61e �so�i..� .c:,t ,il, ��aced �.n. Fon exa,np.��, a 1 S00 �qucvice {�ao�t dncu.�i-
{�.i,e,ed �,�2 {ieav� e.2ay w.c:.tlt lugh wa.ten �ab.�e �eh.v�.ng a�1e ne��.denee ma� na�t wonh a�s
wEQ,e cu, a 400 equcvee {�aa�t d�e.cu;n��.e.2d �.v� �andy �.aam w.i.th �ia wa,t�e, .tub.2e rnob.�em.
Tl�e �o-i.e .i� vcuc,i,ab.e.e (.thanfz� ,to .the g.�ac,i,eh,3) and may be campQe,te,ey di.�{�e�cev�t
�.n .2aea,t,i,on.b .��sb .than 100 Uee,t ar�a�t.t.
7he .tyne o� nepa.i�cd on nen.�aeeme►tit os yowc d�ca.i.n��.e,ed �.og�.ea�Q.y ahou,�d be ba�sed
an �he ea.pab-i.�i,ty o{� you�c pa,�r,t,i.e,u,2cvc �a,i,Q. �ype. To do �h,i�s, .i.t .v5 pn,udev�,t .to
have �eJceo.�a,ti,an �e�.t� and ao.i.0 ba�u.�.g�s .tahen. The "pelce" �e�� .i.6 a mea�e,uce
o� how �a�.t wa.telr. w.i,Q.e move xlvr,ough .the ao.i.e. Bo�u.ng�s wi.Q,e �.�1c�i.ea,te �he dep�h
�o wa,tete, .tabQe on .aec�ona,Q,�y dc�„te,vca,ted eond.i.t.i.ows (�.nd.�.ecr,ted by mox.te,ed ned and
g�cay eo�o� �.i.n .the �o-i.e) cu2d ahou.ed di�eove�c, any hatr.dpan on e,Q.a.y .2a.ye�r�s wluch
w-i,Ze. -impede wa,ten mavemen.t.
�a Soil borings/perc tests are required.
� Soil borings/perc tests are recommended.
� Soils borings/perc tests have been done previously or are not needed.
Ba�ed an �he �,i.ndc:ng�s, �he pe�r�on do�.rig yoe.vr. ��s.ti.�.g �shou,2d de�s�.gn a ay��em �an
youtc pah,t,i.eu,�cvc u.+a,telc wseage (ba�ed no�rma,F2y on 150 yu2,2ows �e�r. bedjwom p¢�c day)
and {�on yocvc pat�t,i,eu.ea�c �s.i.te. I� .i� no� unu�ua.e .to S�.Md xha,t you may need a
mouvcd-.type b y�.tem, a�.nce �he majon,i.ty o� Onono'b ba� cvice e,�a.yey and have � �
pehcGeed �cr,tcvca,ted zone�s cu.itGu.n a bew �ee,t o� �he �swc�aee dwu;rcg pan,t a� �the yecuc..
7n.encll .ay�s.tema �.n��u,e,�ed .i.�. �he�e ao.i.ea �.n �he pa�s� o�.ten ex�elu.enced �sea.ao`-ca.�
�a,i.P.usce. �loweve�., �.n many �.eaee,� �c.enehe�, ��',i,P,2 ean be u�ed whele.e eondi�,i,an�s
ane �u,i,tab.�e.
Nonma,Q.Q.y, �he C�i.ty Irv�peeton w.i,�. �,ecammend wlia,t (ie {�ee.P� ane �he mti�zi.mum
aeeen�ab.�e nep�,uc,a bahed on hh,v� hnocu2edge a� zhe �.ixe and �-i,tua.t.i..�n. Howeve�c,
.the�ce -i�s na gua�cuuvi,tee .tha,t �he neeommended nef�a,vus. w.i.Q,e be adequa,te. Fan
�h,i� nea�son, a de��.gv� ba�ed an �o,i.2 ze�s-t.i.ng a�id yoc.v�. �cu�,ti.eu.?.a,n .a�e cuid
waze�e, u�age .i.a a.?ma�� a.?�va.y� neeommev�ded.
Number of 8edrooms in Home 1 2 3 4 5 6 7 8 (circle)
❑ Recommended type of drainfield
� � Standard Trench; square feet minimum
� Shallow Trench; square feet minimum
❑ Mound� Dimensions:
❑ Other
�—o No Recommendation on system type; you should have soil testing done and have
a system designed by a site evaluator, site conditions are too marginal �or
unknown to make a reasonable recommendation without testing.
5. 15 �Fie Ua.i.�e.ute a� lowc ��b�tem .i�, cau��.ng a �scucl�aee d,i�schcvcge �lu�t � a no.te�.�.e
i2e�,i�a►iee tio �acvc vte,i.ghbo�, you w.i.22 nonma.?.�y be neqcwted �o have youn. �anlz�
��umped a�, o�,ten a�s nece�s�arc� ,to �,Q.t.mc:na,te �lw� di�c6icvcge, u►�,ti,e yacuc ���s�em ,i�s
nepa,v�ed.
Pag e 2 0{� 3
• �
. � (�'HAT wILL R�PAIRS COST?
Tlws �i�s.ti.�ig �is q�,vcn o ey a,s a neUenence. Con.di.�i.o►L3 va,�cy {�on eacli .5-i.te.
Tlie narige� g�v�n a�c.e �a a ,ty�.�eu,e ne�a.i.�c, and yowi. �a,�ti.eu.e.cvc. d�s�gn ma�
co��t marce on .�e�� �lcan .�lzown. Re�s�an.at,i.an o� bad arcd bu�l2e�, ,i� �1on,ma.P.2y
no.t �.nc,�.uded �.►i ��1e pn,i.ee.
Typ�.ca.e Re�a..vc I►vs�ta,Q,�ed Pn,i.ee Range
600 �qucvice Ueet oU d�r.a.�.n��.e,ed �.n .tJce�2the,6 $1500-2000
1000 �qucUce �ee.t o� cfrc.a,i,n��.e,e.d �.n �c.enehe% • $2000-3000
l-1000 ga.�on pneea��t e vicetce.te �arctz $ 500-1000
Pum�, a,�a�un. and 500 g on �ump �anh $ G00-1200
Mound cf�.a,i.nb�.e,Cd .ulcec,i ng �ump/pump �anh./u,2.a�cm $3000-5000
ToZa.2 S e�em Rep.ea.ee�ne '
S-tarcdcucd Tnench - 2-100 ga.�2an zanf2a, 1000 �S a� dna.i.n��.22d $2500-4000
Mound Sy��em - 2-1000 y on za.rch�, 500 ga.Q,�oK pump .tculFz/pump/a.�.ahm,
(3 bednoam kome) � Mound Sy.a�em $�000-8000
7. G1NAT IF I �IX My SyST�M AND N�XT Y�AR TNF CITy PUTS IN SFGI�R?
Ovr.�y a Uew ���ee.i.5�.e cvicec�s cvr.e �ah.ge.ted �an �oaa�.b.�e Su,tune aewelr� �.n �he nwca.e
pah,#�, o� Onona. Th�e cvicea� wi,?.� pnobab.�y na� be .aeh.ved urLt,i.P./w�e�s� w.�,de��n.ead
�y��em Sa.i.2u�c.e� oeec,vc. Th.e C,i.ty ha� app.P.�.ed {�on Fede�c.a.0 G�can.t Mon.i.e.a .Zo �.n��
aewelc {�on �pee.<:��.e anea,�, .i,ne.�cccf,�.ng Cnya�a.e Bay, S�c.eb6e 8ay/Gle�s�a.1z� S�.ee.t, and
S�u66�s Bay N�. The�s e cvte h,i,a�torc,i.ea,�2y deve,2oped anea.a w.i th eubb�arLt,�.a.2,�y .�e��
�lian �he m.iwimum 2-ae�ce .Ca�t ��.ze and h,ave a po�e��,�`:i.a.Q �on dep�;i.c ay��em �a,i.�uJce,s
wlu:.ch eau2dve'� be rcepa,i�ced adequ.ate,2y ov�-�,i.te. Howevelr. .c,t may be yea�us be�ohe
aecue�c.� ae.tua,e.2y ya �i.n. 7he nemcu.ru:ng �a1c,t� o� ncvut,� Onono, .i.n �he 2-ae�r.e and
5-aefc.e zovu.ng di�s�r,c:e,ta, cvee �s�ee,i.b�.ea,�.y exeeuded �nom be,L�g .aeweh.ed �.n .tGce
�one�eeabQe Su,tcvice.
� I am located in an area that may be sewered if problems worsen or
federal grant money becomes available.
�—'� I am located in an area specifically geared towards permanent usage
_ of septic systems.
� Other
�, G1NAT S7EPS SHOULD I FOLLULU?
��
1. N-vc.e a eo-i,2/a-c.te eva,2u,atox ,to do �he neee�secucy �e�s�',i.vcg and de��.gn a �y��em
Son yocvc need�. T� Ze��',i.ng .us v�o� neqc�.ed, you may ah�i.� �h,i� ��ep.
2. Subm.i,t .t.1ie de�5.ign �an appnovu,e by xhe C-i.ty.
3. Unce de��.gn � a��noved, have ane an mone .?,i.een�ed eon,t�caexo� b�.d an
�he appnoved de�tign.
4. The corl,t�c.ac,ton, you chooae �hou,2d ob.ta,in a �ehm,i.t �n.om .the C-i,ty besane
a.tan�i.ng wo.71z, and 12e w.i,Q,� ea.?.e Sah �.n,bpec,tco►v5 a� neee,aacv�.y.
ANY QUESTIOf�S? CALL THE SEPTIC SYSTEM INSPECTOR AT 473-7357�
r�.,� ? �[ �
Osa thc North Shore o f
Lake Minrzetorzka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
� �
OWNER ��.��Y'/'�� `� J'I,��!�ir'��i/Z„I�� (�� �'�� ADDRESS P f��7 }���;�1-4:Y� I�D�:�.�,� ��OY��_
/ �:, . _
PERMIT NO.'S. "-'^�I�^� DATES � /�-' CONTRACTORS '�-`�-"-�(tl;�„�.�I
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 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 potentiai for future problems. No major�upgrs ing 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 ( � 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. ❑ 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
�i 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
❑ Siope (depends on soil types,water Future Expansion
❑ Soil tat� nd system condition) ❑ Adequate
❑ High water table Low �Eair
Lot size edium ❑ Poor
Lake,wetland,or stream igh ❑ Inadequate
❑ Drainage ❑ System is causing visible
surface discharge.
COMMENTS:
� 1
(iJ`ci���.'y`�j�j - �,-%/� %/�i/�/
; ���� /
Date of Inspection �eptic System,� 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 m�st be kept on the premises with system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeowner