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CITY of ORONO
Municipal Offices
Street Address: Mailing Address:
�ESH� 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323.0066
owner: Pl! P Address:3800 Wayzata Blvd.
Permit #1s:6670 Dates:4/29/82 Contractors:Patnode Bros.
(This is X an existing system [ ] new construction)
.S STEM COMPLIANCE (1-3) : 1
Code System: Meets or exceeds current City standards in all respects relating to
1 o
design, construction, and location. Appears to be operating properly.
2 Compliant System: Does not meet all current City standards for new construction,
but in most respects appears to be designed, located, and constructed in accordance
with previous codes and is functioning properly.
3 Non-Compliant System: System may or may not meet current City standards for design,
construction, or location, but is failing to properly treat and dispose of the
current input; and any system with less than three feet of vertical separation
between the bottom of the drainfield and the saturated soil level.
(The saturated soil level [A 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.)
DRAINFIELD CONDITION (11-14) : 11
(11V 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,
�jetc. low
COMMENTS:/ /7kTr'L A'?005 S/y'r/hf ' rQ/ /� '1'` oy7-\ -H\e. J)owJ �1
Date of Inspection S ' t c 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
"OA
On the North Shore of
Lake Minnetonka
ON-SITE SEWAGE TREATMENT CITY
INSPECTION REPORT i POST OFFICE BOX 66
OF 1335 S. Brown Rd.
_
C Crystal Bay, MN 55323
473-7357
OWNER rV,IJI C l;P f, ADDRESS � y���4� �1yd`
PERMIT NO.'S. (, 7(�' DATES _ CONTRACTORS 'a r: JR P/0'
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)
1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
properly.
2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
located, and constructed generally in accordance with previous codes. System appears to be functioning properly; no major
upgrading of the system is required at this time.
❑ 3 Does not meet current City standards in many respects relating to design, construction, or location.Appears to be operating
adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at
this time.
M4 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 ( I0 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 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: T 1�C 5 N Q SS'
i
:.m b4. ff/<O a rr1.
' 41 ies:�1__� Ir-) QK_ 40
r re eke✓m
—� G n '
Date of Inspection /'Septic System Inspector t1 (-e P1-ok4 M'5&
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that
this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy
of the system under current conditions based on the available information.
This report must be kept on the premises with system location and pumping records.
WHITE COPY / Inspector's File GOLD COPY /Homeowner
On the North Shore of
Lake Minnetonka
ON-SITE SEWAGE TREATMENT CITY
INSPECTION REPORT OF POST OFFICE BOX 66
1335 S. Brown Rd.
O_O O Crystal Bay,MN 55323
1111, A 473-7357
OWNER ✓Id ! 1. 1 ADDRESS Iwo ",ZA. R4
PERMIT NO.'S. L ZO DATES 1- CONTRACTORS e
City Ordinance No.210 requires that each onsite 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 id an existing system ❑ new construction)
}� 1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
�o properly.
2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
located, and constructed generally in accordance with previous codes.System appears to be functioning properly;no major
upgrading of the system is required at this time.
3 Does not meet current City standards in many respects relating to design,construction,or location.Appears to be operating
adequately at this time,but has a relatively high potential for future problems. No major upgrading of system is required at
this time.
4 System may or may not meet current City standards for design,construction or location, but is failing to properly treat and
dispose of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is
creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan
must be submitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION ( m Checked items may require your action)
Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not
❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they
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. 36 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"die. 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 `9 Medium ❑Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑System is causing visible
urfa discharge.
]tAe
COMM NT
» e- /
Date of Inspection Septic System Inspector �CV 1 V1 c y�✓�oIT//'�1
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that
this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy
of the system under current conditions based on the available information.
This report must be kept on the premises with system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeowner
CITY OF ORONO O
Municipal Offices O O
Post Office Box 66
Crystal Bay, MN 55323-0066 ON—SITE SEWAGE TREATMENT
INSPECTION REPORT
ti
��9kESH0
Owner: /A_1 A10/)1R1?I7?494_ Address:
Permit #'s: Dates: 7,OZ7—tsoC Contractors:
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 A an existing system I ) new construction)
SYSTEM CONFORMITY (1-3):
1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface waters.
3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
(The limiting soil characteristic D� has or I I 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):
Tank inspection indicates:
5 Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. 'tanks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped
out now.
Inspection pipe is located dire over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been .thin the last three years they should be numpW out nak.
DRAINFIELD CONDITION (11-14):
Dr field inspection indicates:
1 Drainfield is dry, no surfacing evident.
MSome evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope.setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table.etc.): l�y�
COMMENTS: �V A)
rZZ
Date of Inspection tic 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 the system location and pulping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
o- o
: CITY of ORONO
S' �• �' `I� /..y�' Municipal Offices
/.�••�/{I�J\nal �!
1;:,;;• '� Street Address: Mailing Address:
�kE$Yi04 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: 03�N e r1 /V\C c qe mt..fi Address:_3 Zit" 81 vd
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY 0-3 :
"CODE SYSTEM" An ISTS which meets all the location,design and construction standards ofthe current Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal
Code but does meet the three foot separation requirement,and which is not failing or an imminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" Aprohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may
or may not meet all the location,design,or construction standards of the current Orono Municipal Code and which is failing for any reason;and
any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION(5-10�:
Tank inspection indicates:
5 Pumpout not needed at this time.
OTank must be pumped out this year (city code requires tanks to be pumped out every 3 years. Tank was last pumped V t\k t\Ow n
7 Solids accumulation in tanks is at a critical a critical level. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspected Inspection risers(4"dia.pipe)must be installed in each tank at next pumpout If tanks
have not been pumped out within the last three years,they should be pumped out now.
10 Inspection pipe is located directly over tank baffle(does not give accurate measurement of solids accumulation). If tanks have not been pumped
out within the last three years,they should be pumped out now.
DRAINFIELD CONDITION 11-14 : \\
11 Drainfield is dry,no surfacing evident
12 Some evidence of surfacing,not critical yet
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be
completed within 90 days.
14 Drainfield extent and condition unknown.
COMvENTS: S y S `OoK S ULy n.p -t Ck"o
10 -3- -6
Date of Inspection
Septic System Inspector
Not:: 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 adeauacv of the sv de—,,.,,t..
CITY OF ORONO 0
Municipal Offices O O
Post Office Box 66
Crystal Bay, MN 55323-0066 ON—SITE SEWAGE TREATMENT
INSPECTION REPORT
ti
9k Es '04
Owner: GPGiJ A*4VL5 AA•q 5C_hQ01 Address: 38oD WAf-12 -fb4 Q)V-b (6S,?SOrm)
Permit #'s: 4670 Dates: 1V-a9-82 —Contractors: )041S joz)6 ,gees
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 )4 an existing system I ) new construction)
SYSTEM CONFORMITY 0-3):
1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface waters.
3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
(The limiting soil characteristic I ) has or 13 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): 6
Tank inspection indicates:
Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems.
Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped
out now.
10 Inspectionpipe 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:
11 Drainfield is dry, no surfacing evident.
Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (s lope.setbacks.etc.): L014f-ex ,
POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table.etc.): /Ow
CO NTS: NO Su /L c�77('i t 614-tQC(
lcs
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 the system location and pumping records.
WHITE COPY/Inspectors Flle YELLOW COPY/Homeowner