HomeMy WebLinkAboutseptic info 2014 SEPTIC MAINTENANCE REPORT
Site address: �!"7��66�^ (_T��P��A �� �
Number of tanks: � Date last pumped: Gallons pumped: O� ��
Name of pumper/ maintenance provider: �'���i,�
Are tanks watertight?: YES NO
(please circle one)
Is the system functioning properly? { � �
(ie slow drainage, wetness in the drainfield?)
Do you have any specific concerns or issues that you'd like to discuss with the SSTS Program
Manager?
,A�i7
If so, please indicate best time and telephone number(s) to be reached between 8 am and 4:30 pm.
Best Times Telephone Number(s)
RETURN IN THE ENCLOSED ENVELOPE
AS SOON AS POSS/BLE
LYLE OMAN
CITY OF ORONO
PO BOX 66
CRYSTAL BAY MN 55323-0066 ¢
�
On the North Shore o f
Lake Mi�l�zetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER V r ��'� �' �� ���'�J ADDRESS �', �`� CJ/f/P�,�Jcl�f c..,�/n/�
PERMIT NO.'S. "� DATES '` CONTRACTORS � f `1�7�.Sl�N�
City Ordinance No. 210 re uires that each on-site sewage treatmeni 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 fali into the category checked below.
(This is ` 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 desig�, 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 ai
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 baffie. (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 criticat 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 nexi 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:
L iting Site Factors Potential for System Failure Site Capabilities for
� ,� Slope (depends on soil types,water Future Expansion
\LJ Soil table,and system condition) \ ❑ Adequate
F_1 High water table ❑ Low �E-7 Fair
❑ Lot size ❑ Medium Poor
❑ Lake,wetland,or stream ❑ High 0 Inadequate
Drainage System is causing visible
surface discharge.
COMMENTS:
f � � ? ,.___>
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 avaitable information.
This report must be kept on the premises with system location and pumping records.
WHITE COPY/ Inspector's File GOLD COPY/Hameowner
On the North Shore o f
Lake Nlinnetoyzka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER 1,������/ '�' �✓�D� ADDRESS ��-� �/J����? �i
PERMIT NO.'S. DATES � CONTRACTORS � �' ��✓��h 7
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 f�l 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 generelly 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�ocation.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. ff 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�eeded 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 accumutation 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. �--Orainfiefd 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 ❑ Medium �Poor
❑ Lake,wetland,or stream ❑ High . ❑ Inadequate
❑ Drainage �System is causing visible
surface discharge.
COMMENTS:
�IS-�a a
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 a�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
INSPECTION REPORT • POST OFFICE BOX 66
1335 S. Brown Rd.
� • � Crystal Bay, MN 55323
473-7357
OWNER ✓��n �--4'Yr1iC� ADDRESS ���� `-�J��c'j1/n ��hP
PERMIT NO.'S. � 3 � R �''�DATES — � /V�J-�L� CONTRACTORS �T��=`>oT_T F��:'�'`��•�-.
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 bee�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.
I�I 2 Does not meet all current City standards for new construction (1978 Codel but in most respects appears to be designed,
�LT 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 relati�g 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)
Tan�k y"nspection 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 shoutd be pump• have not been pumped out withi� 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. �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 drai�field. 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 � Medium ❑ Poor
❑ Lake,wetland,or stream �High ❑ Inadequate
❑ Drainage System is causing visible
surface discharge.
COMMENTS: V�1� ( ►'.> � G��S YY�O�/P " Y11 'C�' 1� � �PUI f!1� .
� 1 � � �� � �e C3'1� �� 'e I�{ � �P/` 'Z s 7" 1'
✓ . �'P � �� C� o,,;r P �S. t 5�5��
� - ��/lSj Q l7t'w' s)r.5�m
Date of Inspection Septic System Inspector
m�� !� r���v�vz� .
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
Orz tl.re 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 U IR C�I l. (_W2SON ADDRESS L�3�� CF-� I �PC lN►� �,I�I✓U�
PERMIT NO.'S. DATES � CONTRACTORS �' �� P�T��SQ►^�
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 generaily in accordance with previous codes. System appears to be functioning property; 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 probiems. 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 wiil usualty 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:
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. 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 Potentiai 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: ��p�SeJ' p�p� l-�-rkS 3L�N n,Z'ri.t�oa-2dc. — SuST'�—►^'` sQ��s �{-� f� '�
_ w o 2-�c�nre, r�� �-.�2'R-,e� w��rc"� u S r4�c
�
�► ' �y-�j0
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 o f
Lakc Minnetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
1335 S. Brown Rd.
� ' � Crystal Bay, MN 55323
473-7357
OWNER ���m�� �' ��� CDl'��'II C1� ADDRESS �T`�� � )!� �.
p /! � �{�
PERMIT NO.'S. �6U DATES ! �3 �� CONTRACTORS �rT���
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 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 systern 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 tailing 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 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 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 co�dition 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 �Medium ❑ Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑ System is causing visible
surface discharge.
COMMENTS:
�l�!J
Date of Inspection ptic System Inspector
Note: In the event that this inspectio� 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
r$)� �, INSPECTION REPORT
ti
���kESHa4'�G
Owner: ����If�� ������ Address: `-��� / ���pa,�/� L�'';.
Permit #'s: �r�� Dates: ��.��i� Contractors: �` ) ., �Pr�r�SDi���� C ��U•
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 ,�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 uhich is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
2 "CONFORMING SYSTEM"-A system uhich does not meet all 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 uhich
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 [ ] has or � 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):
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 �olids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
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 in,sS�a_Lled.��acb
tank at next__p__._um�out, If tanks have not been puinp'ed out uit iTi n-tli-e aC-� ree years, t ey should� pumped
�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 nfield inspection indicates:
� Drainfield is dry, no surfacing evident.
'f2 Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
imnediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING S1TE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): °
,�/L���
COMMENTS:
�
�-
�
Date of Inspection ep ic 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 pre�nises with the system loc>tion and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
�\
� � �,
�O O ���
',, ,�a��t�:- , �, ;i;' CITY of ORONO
��r� ., , ���� �-� �,
�'i,� � 'a� , , � ,� Municipal Of�ces
.t ' � '"^t�G Street Address: Mailing Address:
�kESHOg' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
---�
Owner: , �l�� ;i�� �y����� Address:4305 Chippewa Ln.
Permit #'s:3260 Dates:9/13/90 Contractors:E. J. Peterson
(This is [� an existing system [ ] new construction)
SYSTEM COMPLIANCE (1-3) : 3
1 Code Svstem: Meets or exceeds current City standards in all respects relating to
design, construction, and location. Appears to be operating properly.
2 Compliant Svstem: 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 Svstem: 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 s�stem with less than three feet of vertical se
between the bottom of the drainfield and the saturate soi eve .
(The saturated soil level [J(] has or [ ] has not been identified at this time. If the
saturated soil level has not been 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
confirmed to be watertight by the licensed pumping contractor. If the tanks were not
confirmed to be watertight, this classification is subject to revision. )
AINFIELD CONDITION 11-14 : 11
1 Drainfield is dry, no surfacing evident.
� 2 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: (svstem aqe and condition soils etc ) : medium
COMMENTS: The non-compliant septic system must be repaired by 12/31/2006 or within 90 days
of failure (surface discharge) , whichever comes first.
/`.� /�'�� �.
r c y ��• �
Date of Inspection pt' 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 Box 66
Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT
r$), � INSPECTION REPORT
'C�� G~
�
9kESH�4
Owner: �../�`I�'1?CS �O1Q!✓llC� Address: �3f1J CG1iQfEl��4 C-� CJr��„S��)
Y
Permit �'s: 3��� Dates: <��J '—/�.� Contractors: ��� v � r"���SC��
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 belou.
(This is,�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 satisfactority 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 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 uhich is failing for any reason; and any system uith 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 ident fie this classification may be subject to revision.)
TANK CONDITION (5-10): �
Tank inspection indicates:
5 Purtipout 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 purtiped out as soon as possible.
System is discharging to the surface. 7anks must be pumped out within 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 purt�out. If tanks have not been pumped out within the last three years, they should be punped
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 p�unped out nou.
DRAINFIELD CONDITION (11-14): �
n ield inspection indicates:
t Drainfield is dry, no surfacing evident.
Sortie 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 within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.): -f�.-/Z ��/
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): ������
COMMENTS: S'� -�iv1 I S U � �Q YNi7,u-c G�i %,�/ c� Grl� CJ G�J Gl p,,([f ''� St` �'f�TCC�V
h (�IL64 ,l� „�.i S�zt Si:'Yl�il ' ' � / . .� S�'cn • :t � �
2- _2cob,
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
property� 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 uith the system loc=_tien and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
� o�
� O, r,\` O
� :;;-a�r�:_Y ,� C ITY of ORONO
R�� ,� _-�
" ti Municipal Offices
1\"�►� �I� ,��."��,,` ,ti,
�� � ��
''�'.;�,'.1��-.;Y,"a�` G Street Address:
�9 i„-a,, 4� MaiAng Address:
�C'EgHO 2750 Keliey Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: �aMeS Co� n,�1� Address:_4305 C�,,�Pcw9 Ln
Ciri�Ordinance 199 requires that each e�sUng on-site sewage treatment system in Orono be inspected every two years.
The on-site se��•age treatment system at the abo�-e address has been inspected and appears to fall into the categories checked below.
SYSTE�t CO'�1F'ORMITY (1-3): �
1 ��CODE SYS�M�� An ISTS which meets all the location,design and construction standards oftha current Orono�funicipal Code.
2 °COI�fPLIANT SYSTEM'� An ISTS which does not meet all the location,design and cocutruction standards ofthe current Orono Municipal
Code but dors meet the three foot sepazation requuement,and which is not failing or an imminent thteat to public hzahh or safety.
3O °NON-CONiPLIANT SYS1'EM" A prohibitzd ISTS;an ISTS located within a dzsignated 100-yeaz flood plain,any ISTS which may
or may not meet all the localion,design,or construclion standards of the currznt Orono Municipal Code and which is failing for any reason;and
any ISTS w ith less than three faet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CON"DITION(�-10): (-�
Tank inspection indic;�tes:
� Pumpout not needzd at this time.
� Tank must be pumpzd out this year (city code rzquires tanks to be pumped out zvzry 3 years. Tank was last pumped I o-S- 9 3 �
7 Solids accumulation in tanks is at a critical a critical(evel. Tanks should bz pumped out as soon as possib(e.
g S}stem is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surtace discharge.
y Inspzction risers missing-tanks could not be inspected. Inspeccion risers(4"dia.pipe)must be installed in each tanlc at nzxt pumpout. If tanks
hace noi bezn pumpad out within the last three yzats,they should be pumped out now.
1� Inspection pipe is locatzd dirzctly ovzr tank bat�le(does not give accurate mzasurement of solids accumu(ation). If tanlcs have not been pumped
out�vithin the last three years,they should be pumped out now.
DRAINFIELD CONDITION(11-1�): 1�
1 1 Draintield is dry,no surfacing evident
12 Some evidence ofsurfacing,not critical yet. ,
:� Draintield is saturated and visibly dischazging untrzatzd z8luent to the surface. Contact the City Inspector irrunediatzly.Rzpairs must ba
complzted witltin 90 days.
1-� Draintield zxtent and condition unknown.
CONL�NTS:_ 5yS-�-er. �O�S r�o'r me.e� 3 �oo-� SCAerG��or. d �st4�c det�, e .�
_1�o'ct d.� �S� d cc.:.� ��.�\c� ca�c� r�� 0-� 52�So�.a� w�,te�tqblC R�p�q« �y la�� 1,0�0•
6-7— O 1 ��
Date of Ins eclion f`
P Septic System Inspector
Notz: In the event that this inspection report is used to satisfy the requuements for a moRgage or othzr transfer of propeRy,be advised that this repoR does not guarantee
or certih�that an e�isting system will continuz to function properly,but is merely an opinion of the adequacy of the system under currert condilions buzd on the available
information.
�o
� � �
;-r o , o
_�±� �-�= � CITY of ORONO
(,� � �������f�� , � �
,, f� .�� Ji
�,� ��,.�,��,_t����� ti M�;�,� ocs�
„ , ,4;j';���<� �j'�'/
��-,��,>;���.�� Street Address:
't,9 ¢�i Mailing Address:
�'EggO 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystai Bay, MN 55323-0066 � .
To Current Owner: Address: 4 305 L�;� pZ wS LG n e,
T
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every rivo years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked belo�c.
SYSTEM CONFORMITY (1-3): 3
1 "CODE SYSTEM" An ISTS which meeCs 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 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.
3O "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located withina 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 limiring soil chazacteristics.
TANK CONDITION(5-7): �
Tank inspection indicates:
� 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 5'Z�—�3 ).
Make sure seotic tanks are aumped throueh manhole and not through white inspection pipes This allows for the
proaer cleaning. Keea water softner and iron filter discharge out of se�tic sr�stem.
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 Drainfietd is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
COMMENTS: Dca:��.-�Ir) 1 S r�c�-(� �--pl:��,,,}- d' r.�s� b� tcpl��c � �
�a.-"31 — Z-o \ o . Se� r:� r��1�S 1oofC oie.
-�-�_o� �� l� ,
Date of Inspection Matt Bolterman - Septic S}�stem 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.
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
;� � °� �
�ro o �
� =.._�� - � CIT� of ORONO
'r '���� �` I
1� �`��� �� t = �� Municipal Offices
� f ' �I !�v i
�``�'� � ����'`'�� �' `�"� G�'�� Street Address: �1Sa-a�f q"y 6� � Mailing Address:
,\� � �,�,i ,���� ,%
, '� �, � � '�-:-� P.O. Box fi6
:�.,�9�ES��4�� . 2150 Kelley Parkway
�_�� Orono, MN 55356 Crystal Bay, MN 55323-0066
To Current Owner:
Address: �-1 �Cr -� C l�''��c� `"�
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 cate�ories checked below.
SYSTEM CONFORMITY (i-31: �
1 "CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipa]Code.
2 "COMPLIANT SYST'EM" 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 rivo 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]ocated wifhin a designated 100-yeaz flood plain,any ISTS which may
or may not meet all the location,design,or construction standards of the current Orono Municigal 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 COIvTDITION(5-7): �
Tank inspection indicates:
5 Pumpout not needed at this time.
6 Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years.
Tank was last pumped d �1 ctl .� )•
Malce sure septic tanlcs are pumped throu�h manhole and not throu�h white inspection pipes. This allows for the proper
cleaning Keep water softner and iron filter discharQe out of sept�c svstem to prolona 1►fe of drainfield. Ask pumper to test
alarm float to verif� alarm is still workinQ in Vour house The alarm warns owner that septa�e�s about to backup mto basement.
7 Inspection risers missing-tanks could not be inspected. Inspect�on nsers(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 COi1DITION(8-10): �
8 Drainfield is dry,no surfacing evident.
9 Some evidence of surfacing,not critical yet.
10 Drainfield is saturated and visibly dischargina untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
COMMENTS: I�� �'�a�l ��� I� �.
�� �� ��-�,sb ` ,� °�� Z.i r3�.f -' C- �..;yW'$;,,� d .,�' ��;� �� 6'd.�.� � 1 d��
�..; � � :�� r� � °� � � -.3E -��� a�'�
� -� -� .� �-�--�' ��.--� -
Date of Inspection Septic System Inspector
. ,. .. _. �_ _�..:__., .�..,..ti;�..o..,,�:,�„P�
.�, o�,.
O � O CI'TY OF ORONO
� � ,� � MunicipalOffices
r�,, ,� � �. Street Address Mailing Address:
'� �j'�' 2750 Kelley Parkway P.O. Box 66
'�9 .�y�i Orono,MN 55356 Crystal Bay, MN 55323-0066
kESH�
To: The Current Owner of Address 4305 CHIPPEWA LA
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 reat
Yes
No
If yes, please contact the Onsite Systems Manager at 954-249-4626 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 C' y Attorney for legal action.
System Identified on-Compliant
Yes
No
If yes, system must be brought into compliance by:
December 31, 2007 �/ -
December 31, 2010 1/
Other _
Septic Tank(s) Pu�np�Needed
Yes �
No
The city recommends the septic tank(s) and/or lift tank be serviced and pumped out every three
(3) years. City records indicate the tank(s) were last pumped out on 1v- .� �.3
The tank(s) should be cleaned through the manhole and not through the inspection pipes, this
allows for proper cleaning.
Comments:
����(�g.```b.,'
Inspector: Date of Inspection: ' d�
Teleph�ne (952) 249-4600 • Fax(952) 249-4616
www.ci.orono.mn.us
Septic System Upgrade Deadline is Approaching
Here's a friendly reminder to all Orono property owners with non-compliant onsite septic
systeins. Beginning in the mid-1990s the City began to identify those septic systems that
made use of trench drainfields, a majority of which do not maintain the minimum
required vertical separation above seasonal water tables. Each existing system was
subjected to soil borinbs to determine the seasonal water table depth. When a system was
identified as non-coinpliant, the owner was notified of the need to bring the system into
compliance and given several years to complete the upgrade.
The deadlines to upgrade were divided into whether or not the property was in the
Shoreland District (within 1000' of a lake, or within 300' of a protected tributary stream).
Properties in the Shoreland District were given until December 31, 2007 to become
compliant. Properties outside the Shoreland area with non-compliant systems were
allowed until December 31, 2010 to conform to the septic code.
Don't wait until the last minute! The City is strongly recommending that property
owners not wait until the deadline arrives to bring their systems into compliance. The
process to upgrade your septic system can be quite len�thy. The first step in the process
is to hire a site evaluator & designer to determine what type of system is required and
provide the blueprint for the system installation. The property owner must then contract
with a septic system ir.staller to hav� the syste:n eonstructed.
The installation of septic systems is very weather dependent, especially for mound
systems, which can only be installed whei�the groi.uld is relatively �ry, i.e. typically June
tlu•u September. Contractors' schedules fill up quickly, so it's important to start your
planning and desi�n process now to ensure a timely installation. The period of time from
decidin� to update your septic system to the actual installation can easily exceed three to
four months or more. Please contact the Building and Zoning Department at (952-249-
4500) �a�ith any iL�estions yo�l may have about bringing your septic system into
compliance.
For a �is$ of licensed designers and installers yoaa may bo to w����ecIl.e��-o�n�.�a�.�n�,
click on C'ity Departments, clic�: on Septic, then clic9: on the lini:ta
ww�v.pca.state.mn.us/proerams.
� S I TE ADDiZESS ���C> 5� C�,�j,f,��,�y�//� • �
CITY OF ORONO
� ON-S I TE SE�JAGE TREATP�E�JT - REP/�I R
S OR I�DDITIONS TO EXISTING SYSTEMS
TNE FOLLOWING GUIDELINES SHOULD HELP YOU IN REPAIRING YOURFAILING SEPTIC
SYSTEM:
•1. Sy,3.te�n .c� {�a,i,P,i.ng becau,�e:
aPoor soil conditions
� Too much water use for size of system
� Ni�h water tahlP.
� Sludge `getting into drainfield - tanks need repair/replacement
� Other
� UnknoH�r�; or a combination of the above factors. It is not al►�rays possible
to determine the exact cause of system failure, but those listed are
common factors.
2. Tan(z� - C-i..ty Code nequ,ut.e� 2 �a.nfz�s .c;rr, a notcma,2 ne�,,�de�,�i�.� gr�v,�y-S,�ow �y��em:
1-]000 ga.P.�ovc, 1-750 ga.2.��n pneea.s� eon.eh.e.�e �a.ntz�s �.n .aeh,c:e1,. The�e a�r.e m-t�umum
�.�zE3 - you may w.i,aGi .ta �.n��a,?.� .�atc�en �anh�s. I� you h.ave on.2y 1 .ta.�,f�, ,i�t ,i,s
nauna.Q,�y rcequ,uced xo add a aeeond cti�h.en net�a-vr,tng a �a�.?.i.ng �sye�em. T{� you have
2 �anf�s bu,t �hey cuce aub�s�anzi.a22� uvedvr�,�,zed (500-G00 ga.22on�, �oji �.vv��cc.nce) ,
�i-t �.3 necon�mended �ha,t �hey be nej��ced. 1�C you�. nepa,uc� uzi,2,e rceqcLvice a p;,unp,
.i.t �lzou2d be �.�aced �.n a ,�b�,vcd �anFz (500-1000 ya,Q,�on necommeveded) .
aSystem 4J1� � likely require replacement/addition of 1 or more
tanks:
3. A no�e aboc,� purnph: Pum�� and nump ean�co.P.� kave ocLt oS neee��.i.ty become be�e�r,
de�s�.gdzed and mone dwueb.�e �.►i �he �a�,.t �ew uea�c�s. Nea�r,ey one eep�,i.e �y��em .in
{�owr. .��w�a,2�ed �.v� Ona�.v mafze� e.u5e o� a pumn, due .to a�e eo�.d,�t,c�on�5. A t�ump may
be needed: - wGcen bahement ��.aon dha,i,v�s an .�ocu�,� �,e�,vetc ,P��2e c�,e be.Q.ow ,the cucea
�a be wsed a� CfILQ,(.j2�j�CP.�C�. - �.n cc22 mound �s y��em�s, wGueh cvre u�ed whe�ze Gr,i_g62 wa;ten.
�ab2e on �.2ow.�y pejr.eo.2a,tin� �a,i�,s cvr,e SouKd.
The�.e cvr.e e��er►�.i.c�y �ivo �ype�, o� pump� cvs ed �.rt a e�fi,i.c �s y��em� app-P,i.ca�,i.ows:
1. ��y�ku.evi-t pump�, - pum� ovt-2y .�i.qcu:d.s, v�onma,Q�y c.c�ed a/��eh. �he �seevved �5ey��i.e
�avcfz, on {�on .�aundn.y �.n �12e bcU,err,en,t; and
2. G�r,�,v�desc o� h o.e.i.d�-h.av�cfX.i..czy pum��,, u�,ed �on bcv,emev�t Zo.i.�e�,S and �ome�.ime�
ti►vs�a,�',2.ed �.n an ou.t�.ide .aump, wGr,i.el2 pump �ewage up �a aep�.i.c �anl� aK
lu.glz gnound.
�'�'t� U��� �t►� �he pa�� have been due ma��� �ta �5�ti�-i.tel2 Sct,i.�cvie�s (cantc,o��,ovc
on wea�r,�.ng ac.�) and e�ee.t�u.e corinee.t.i.on eofch.o��.an. Bo�h o� �he�e pnab.2ema �
have been lceduced b� w,e o� cennoe�.avc-n��.tew,� {�.�oa.t �w,i�ch�s and caKnec.t.i.on
baxe.3. UIG�,i,Qe hum;� �/a.i.ecvice� cvice .2e�� commavc �han �.n �lze pa�s�, a h,i.g6i �ti�a,te�r.
c�rm eoa�i.ng appnox�.mcLte.ey $75-$100 .i� norrma„Z2y �eqewced whelce a pump � evsed.
I�'� w�Q,2 won�h �lie p�u ce �.{� .i.t aave�s you a coe�� ba�emev�,t c,Peanup.
� Repairs to system a�ill likely require a pump, including a pump tank
and alarm system.
T'ag e 1 e h 3
� vn�,�n�.i.e�.d - youn c�ui,�n�.te.Cd �� .tlle co���C�one�it o� yo�vc �et�.t.�c �y��e.m .�li�, co►�,t�cac,tan
ha.s �e�.sz ce����o.� aven.. No ma.t��e�� Icaw we.2P cotv�.t�cucted a cUc-a,i.n{��.e�d .��, .�.t �
�la b��,��tetc .���a►2 .tdie �o.�Q -i.t �a ��aced �.i2. Fon. examp.�e, a 1500 �quwce {�ao� cf�c.cu.n-
�-i.e£d .ivc hcav� e.ea� w-i.th h,i.gh wa,ten. �ab.�e �e�c.v�.ng ov�e ne��.dene� rnay noz won.l� a�
I Y�
w� a� a 400 �5qua�ce �aa�t d�ca,Ln��.e.ed �.n �andy �.aam cU.i�t6i no ura.t�c. �ab�e nnob�.em.
Td�e �a.i� ,us vcvu.ab�'e (�lzanh,s .to �he g�.aeie�c,3) a�td ma� be �omn.e�t�.e y �5 5�.��
�.n �oe.a�`.i,ovr,a .�e�5�5 �lian l00 �ee,t apatr..t.
Tlie �y�e o� ne�cc,uc,3 on. ne��'acemen� o� ,uowz dna,i,nU�.e2d 2og�,ca.P.ey a�iau,2d be ba�ed
aK �he eanab�i�2.i.ty o{� yoe.ue pa�c.tieu.2an �o-i,2 �ype. To do �Gu:a, .i.t .v� pnuden.t �o
6iave �eneo2cLt,i.ob1 �e�-t�s and .�o� bo�u:�1g� �afZen. The "r�eJce" �e�� .i� a mea�swe.e
o� how �a�s� wa��c w.i.Q,2 move �hnvugh �he �o-i.e. Bojc„i.ng� w.i.e.2 .ind.i.ea.te .the de���h
�a wa,te�r. �a6Qe on .aeahona,�2y .aa�utca,ted eov�cLi,t,i.ows (.indi.ca�ed by mo��:t2ed ned and
gn.ay co�.o� �.�n �he d o,i,e.) and �s l�ou.ed di�eove�c an y l�.ah.dpa.;a. on c,eay 2ccye�v� wluch
w,c,Q.2 .im,�ede wa.te�c movemerLt.
� Soil borings/perc tests are required.
� Soil borings/perc tests are recommended.
� Soils borirgs/perc tests have been done previously or are not needed.
8a,5ed ori �lie, �,i.v�div�ga, �h.e pe�rl,on do�.ng youn �e��.ng .ahou.P.d de�s�,gn a by��em ban
youn pcur,ti.ee,i,E.a�c wa,t�c c.v�eage (ba�ed non,ra.P�y o�. 150 ga.2�ows petc. bedjwom petc day)
arid {�an yocuc. pan�,i.eu,Qa�r. �.i.te. I� -vs no� une.�uu.e xo �.ind �h.a,t you may v�eed a
mvund-�yr�e ey�s�em, �,�nce zhe ma�on,i,ty v� Or�ona'a bo.i,?�s a�ce ceayey and have
peh.cl2ed �sa,tc,vr.a,ted zone�s wi.tGu.� a �ew �ee,t o� �he �wcUace dwLi..ng pa�r.t o� .tt2e yecvc.
Tnenc6i �,yb.tem3 �.���a,Q,2ed .c.v�. �li�s e �a-c:.�a �.�i �he �cu� a��en ex�e�u.enced �s ea�s on.a,2
/�a.i.�.c.vice. f�owevetc, �.n many p.2.a.ee� �cenehe� ��,i.Q.2 ean be e.�ed wheh.e eoncLc.t,tayvs
ane �u,i.tab�e.
Nofc.ma,P�y, �li� C-i�ty Ivv��ee.ton w,i,F.� neeammend wE2a,t (ie {�ee.�s cUc.e �Gie m�.a�,ci.mum
aeeep.ta62.e hepcLvc.3 bv✓,ed on h..i� Fzv�ow.�edge o� �he �-i.te a.r�.d �-i,tuc�t,��vc. Howevet�.,
�12e,�.e .us na gucvca.ri,tee �ha,t �he �.eeomn�ev�ded ne;�a,itc� w.�.Q� be adequcLte. �on
� nea.san, a de�s�.gvc ba�sed an. �o� �ea�.t.r�g QYCCI �OUIL �cuc�c:.eu.?.alc a�.te and
wa�en u�age .i.e a,2ma�s� a.P���y�s neeommended.
Number of Bedrooms 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
� Pdo Recommendation on system type; you should have soii testing done and have
a system designed by a site evaluator, site conditions are too marginal or
unknown to mak� a reasonable recommendation ti•�ithout testing.
5. I� �6ie {�a.i.2w�.e a� yoc.vc �y�s�em .i�, caws.�ng a �unnace di�sclia.n.ge �hax � a �o�e�,t�i.a.�
nw�sa�ice tia �oca�z r�r�gGiba�, yau w,i.P� nonrra.P,�� be nec{wviced �a have you�c �anfvs
��wnped a,a o{��tcn a� �2ec��any �a e,�,tmi.na,te �lua dv�chcvcge, uwt,i.e. yaun s���em -i�s
nepcwced.
Pag e 2 0� 3
.
y
� (UII�IT (UILL REPAIRS COST?
Tl�,vs .P.vs.t:i.ng tis c�.ven an,ey ct,s a -�c.c�enence. Concli.�i.o�� vany {an eac�t .3,i.te.
The 1iQ11C�C'l� �-ive►i ah.e �an a ,t1p.�ca.Y. nepa.i.,7, a�id �ouh. r�a�.t',�cc.i,ea.'� de�5�.gn ma�
cos� mane on .�ee.5 �tbian �liown. Re�.ta�c:a,t,i.av� a� �ad cu2d bu�lie.s ,vs �lacma,Q,2y
na.t �,Kc�uded .�n .�Gte p�c,�ce.
Typ�.ea.e Re�a,i�c. I�vS�a,?.2.ed Ptc.tee Ranqe
G00 �quatce �ye�t v{� cl�r.a,i.ri��,e,e.d �,n �enthe�s $1500-2000
1000 �qucvLe 5ee.t o5 clna,i.n��.e,ed �.n �r.enehe� , $2000-3000
l-J 000 ga.?,eon pneca�� concne,te xanEz $ 500-1000
Pump, a,Q.afun and 500 ga.?,eon pump �a.nFz $ G00-1200
Maund cfii.a,i.ns�.e.�d �i.vie,�udi.n9 pump/purn� �ccnFz/ceealcm $3000-5000
To�a.2 S y�.tem Rep2aeemen,t �
S�czvc.da�ed Tnenelz - 2-1000 ga.P,2on �QY2I2l�, 1000 �,S o� cLc.cu.v���.e.ed $2500-4000
1�4ound Sy��em - 2-1000 ga,P.2avc �a.nfv�, 500 ga.ZQ.on pump .tavtfz/pump/a,2a�cm,
(3 bednaam liomel Mound S�a�em $5000-8000
7. wf-!AT IF I FIX A�y SYS7�1�{ AND N�XT y�AR TH� C7Ty PCtTS IN SFtUFR?
�vi.2y a {yew �,pee,i.��.e cvc.ea� cvice �afr,ge.ted bon poa��.b.�e �e�une bewe�r� �.n �he nc.uca.2 . .
pcut,t� o� Onana. Th�se anea� w.i.�Y, pnobab.�y Ka� be ae�r.ved uv�t�i,e/u.r�,�e�s�s w�.de��nead
�y��e�n �a,i.2cvice�s oeeun. The C.�.ty {2a� app.P.i.ed �an Fede�.a.� G�.czwt Mov�.i.e� '��o -i.rvs�a.�,2
�ewe�c �on �pee.r:.(�,e anea�s, �.,2^..�ucLing Cny�,t,a.e Bay, S�cebbd 8ay/We�s�cch�� S�1cee�, and
S,tubb� 8ay N�. Tlze�e ane h,i.s�o�r,c:ea.e,ey deve,�oped a�c.ea� w.i�h bub�.ta.v�t.i.u,�C2y �2e��s
�lia.n .�he m-i.rumum 2-actce .�o� ��,ze and have a pa�ev�ti..a.2 bon �ep.t,i.c a y��e�n �a,�Q.une.s
wG�,i.ch cac.c�dn'� be ne�a.vc.ed adequa�e,2y ov�-�s�i.te. Hvwevetc. ,� may be yea�r� be�one
�ewe�c,a ac,tua,�y go �.n. 7he nemct,i.ru:�zg pa� o� n�.vt.a.e Onano, .i.n �he 2-ac�ce and
5-aelc.e zo�,tny di�.thi.e.t�, a,�.e �pee.i.S�.ca,P,ey exe,euded �nom be,i.veg aewen.ed �.n .the
�on.e5eeab.�e �u,tcvc.e.
� I am located in an area that may be sewered if problems worsen or
federal grant maney becomes available.
,� I am located in an area specifically geared towards permanent usage
of septic systems.
� Other
8. U1HAT ST�r�S SHOULD 1 FULL�w?
__._��____----_---------__-----_.___�
1.' H-v�.e cz �so,i.�/�s-i.te eva.eua�an �o do �he viceee��cvcy �e�s.ti.ng and de�stign a �sy��em
�on yawt. need�. I� xe�s�.i.�cg ,i�s veo� nequ,veed, you may ah�i.p �h,i�s �s�e�.
� Subm,t,t �he de-3tign �yan ap�nava,e by �he C-i.ty.
� 3.� Unce de��gn .i�, apnnoved, have avice on mane .P,i.ce�vsed cov�ccc,ton.3 b�.d an
.tGce appnoved d�.�gn.
�-,
( ��.� The car�.a.cton �ou c62oo�se eho�d ob-ta.�n a nn�,m,i.t �nom �h�, C-i�ty be{�ane
`-� a�tah,ting wonh, and he cu.i� CCc.� {�dh �.YLSpQC.t.(UYvS a� nece,aecvcy.
ANY �UESTIONS? CALL TNE SEPTIC SYSTEM INSPECTOR AT 473-7357,
a
}'ag e 3 o f 3
CITY of ORONO
Post Office Box 66•Cryatal Bay,Minnesota 55323•Municipal Offices
•
� _ � � On the North Shore of Lake Minnetonka
September 11, 1990
Virgi�. Larson
4305 Chip�ewa Lane
Magl.e P�ain, MN 55359
RE: Septic System
Dear Mr. Larson:
Our inspection of your septic system on Wednesday, August 22,
1990 , verif'ied that the system is in vioJ.ation of the Orono On-
Site Sewag�,• Treatment System Ordinance. The tiXe I.ine at the end
of the xo�er drainfieXd extends to the surface of the ground,
al. Xowing for a surface discharge to occur at any given time.
Because we have very Zitt�.e information on the extent of your
system, we can onXy surmise that, based on site inspections, you
have two drainfieXd trenches approximateJ.y 100' in Zength and
perhaps 2-3' wide. We have no soi1. testing on fiXe to verify the
capabiXity of soil.s in which that system is J�.ocated, hence we
cannot give a reasonab].e estimat�an of the actual. capabi7.ity of
the system.
In order to remove the vioxation, we would recommend that you
hire a xicensed septic system contractor to remove the 10-20'
section of drainfieJ.d trench which has no cover and which has a
pipe extending to the surface, and back fiXx that trench with
native cl.ay I.oam materia3.. Once this is done, your system wil.X
have no surface outl.et. Because this surface outl.et may have
acted as a rel.ief overfl.ow, there is a possib].ity that once this
is done, the system wiXJ. not continue to function to treat and
�.egal.xy dispose of aJ.:l the sewage wastes entering it.
Because you are seX].ing the home, we recommend that you discxose
this I.etter and our recommendations to the purchaser of the
property, since the City in no way is suggesting that removal. of
the overfXow pipe wiJ.J. J.eave you with a system that is functionaI.
for the expected waste ].oad from a four bedroom house.
BUILDING&ZONING-473-7357 � ADMINISTRATION&FINANCE-473-7358 • PUBLIC WORKS-47'r�359
ASSFSSING FAX-473-0510
Virgil Larson
August 28 , 1990
Page 2
Enclosed with this letter is a list of septic system contractors
licensed in Orono. You must use one of these contractors for the
work noted above. The contractor wi 11 be required to obtain a
permit for work on the drainfield , and must call for an
inspection 24 hours in advance of the work.
If you have any questions on the above information, please feel
free to contact me or one of the other inspectors at 473-7357 .
Sincerely,
��.�'---� ,�'��
�
Michael -P. 6af on
Assistant p�.anning, & Zoning Administrator
cc: Jeanne Mabusth, Building & Zoning Administrator
Lyle Oman, Senior Building Inspector
Bruce Vang, Field Inspector
Stephen Wechman, Septic Inspector
Enclosure ' :' ,
MPG/lsv