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SEPTIC SYSTEM INVENTORY =r-
Address: 420Tonkawa Rd. PID: 05-117-23 32 0001
Building Type: residence #BRs/GPD 3 Systems/unit 1/1
Permit#: 391, 64 Date of Permit: 4/63, 8/25/81 Installer: Mtka. Septic Co.,
System Type: standard trench Appliances: lndry
SYSTEM CONDITION
Conformity: 3 Tank Condition: 9 DF condition: 11 Failure Pot: medium
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SEPTIC TANKS
Material: Capacity:
A
Setback to Bldg: 20
DRAINFIELD
Length of Lines #Lines: Trench Width:
Treatment Area: Type of Filter:
Tile Size: Under Tile Perc Rate:
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Setback DF-Bldg: DF Ht above Wt: 1.2 . y,
Soil Type: loam,clay loam Limitations: water table
WELL DATA
Setbacks - Well-Tanks: Well-DF: Report in File:
Pump Type: Depth: Diameter: Method:
INSPECTION RECORD PUMPOUT RECORD ; A
DATE DESCRIPTION COMPLIANCE DATE GALLONS
8/24/81 DF surfacing 4 3/30/81 800
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9/23/86 DF surfacing 4 6/1/89 1000
10/9/86 no surfacing 3 10/8/91 800
7/10/87 no surfacing-riser located 3 11/16/93 1000 i +,
9/23/91 no surfacing-pump tanks 3
9/28/93 non-conforming-repair by 12/31/95 3 ,.
7/31/97 non-compliant-repair by 12/31/97 3
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V, CITY of ORONO
�`, n ti/ Municipal Offices
l9 r , 4a Fg�G Street Address: Mailing Address:
$EggO 2150 Kelley Parkway P.O. Box 66
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//�� Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: AYIr)it.0 fn/G��einen Address: 420 Tonkawa Rd.
Permit #'s: 391, 6434 Dates: 10/4/63, 8/25/81 Contractors: Mtka. Septic Co., E. J.
Peterson Co. -
(This is [ vI'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 [ ✓f 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 [v]' 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.)
DRATNFIELD TION (11-14) : 11
11 Drainfield is dry, no surfacing evident.
12 Some evidence of surfacing, not critical yet. Repair is not required at this time.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact
the City Inspector immediately. Repair must be completed within 90 days.
14 Drainfield extent and condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (system age and condition. soils. etc.) : medium-high
COMMENTS: In order to confirm that your septic system meets Minnesota standards, soil borings
were performed to verify a 3 foot separation between the drainfield and the seasonal water table.
The separation is 1.2 feet and the system is non-compliant. air or replacement f the septic
system is required by 12/31/97.-
7-3f-97
Date of Inspection Se is 9ystem 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 a FAX 473-0510
CITY OF ORONO O
Municipal Offices O O
Post Office Box 66
Crystal Bay, MN 55323-0066 ON—SITE SEWAGE TREATMENT
INSPECTION REPORT
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Owner: hn►•�� ���7� emo� Address: �h�2n.(9 K
Permit P s: Dates: 0-�-C'C�St�S=R1 Contractors: / iks_ Ofi'•�i�,/ ;T T�'fmr�
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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 to an existing system [ ) new construction)
SYSTEM CONFORMITY (1-3):
1 "CODE SYSTEM"-A system which meets all the Location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
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.
"NON-CONFORMING SYSTEMA-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 anysystem with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting SOIL Cn;reci€FT3 tcs.
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(The limiting soil characteristiclAhas or I ) has not been identified a! this tt . If the limiting soil
characteristic has not been idents ied, 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 to each
tank at next punpout. 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):
Drpwfield inspection indicates:
/1Y Drainfield is dry, no surfacing evident.
4TL Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope.setbacks.etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table.etc.):
OMMEN
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a
Date of Inspection Sept4c 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 pining records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
On the North Shore of
Lake Minnetonka
ON-SITE SEWAGE TREATMENT CITY
INSPECTION REPORT O POST OFFICE BOX 66
_ 1335 S. Brown Rd.
ONO Crystal Bay,MN 55323
473--7357
AZA2,el ,7LOWNER � �"�
n0YV ADDRESS ,; -�49h
PERMIT NO.'S. / 3�RDATES - oCONTRACTORS is
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 Ist 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.
E] 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.
183 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.
E34 System may or may not meet current City standards for design,construction or location, but is failing to properly treat and
dispose of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is
creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan
must be submitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION (m Checked items may require your action)
Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not
Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they
ed out this year to help prevent future problems, should be pumped out now.
❑ Solids accumulation in tanks is at a critical level. Tanks Drain field inspection indicates:
should be pumped out as soon as possible. Drainfield is dry,no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped DD 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) Q Adequate
❑ High water table q Low {Fair
❑ Lot size edium ❑Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑System is causing visible
surface discharge.
COMMENTS:
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