HomeMy WebLinkAboutseptic info SEPTIC .SYSTEM INVENTORY
Address: 250 Cygnet Pl. PID: 04-117-23 23 0018
Building Type: residence #BRs/GPD 4 Systems/unit 1/1
Permit#: 1192 Date of Permit: 9/9/88 Installer: Don's Backhoe
System Type: mound Appliances: lndry,dshw
SYSTEM CONDITION
Conformity: 1 Tank Condition: 9 DF condition: 11 Failure Pot: low
SEPTIC TANKS
Material: precast concrete Capacity: 1000, 800, 1000
Setback to Bldg: 10
DRAINFIELD
Length of Lines 150 #Lines: 3 Trench Width: 10
Treatment Area: 75*35 Type of Filter: rock,clean sand
Tile Size: 1.5 Under Tile 9 Perc Rate: 15.5
Setback DF-Bldg: 10 DF Ht above Wt: 3
Soil Type: sandy clay Limitations: WT
WELL DATA
Setbacks - Well-Tanks: 40 Well-DF: 60 Report in File: y
Pump Type: subm. Depth: 125 Diameter: 4 Method: drilled
INSPECTION RECORD PUMPO UT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
9/11/78 no surfacing s 11/1/87 2000
10/28/80 repairs 2 9/1/88 1800
10/1/84 locate DF to avoid truck traffic on it
7/6/87 surfacing noted on west side of bed 4
9/13/88 install tank and new mound (variance gra 1
7/30/90 no surfacing 1
8/14/91 no surfacing-pump tanks 1
8/6/97 no surfacing-hookup by 3/24/98 1
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� �','�������7` t � Street Address: Mailing Address:
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`9�fEggO�' 2150 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: �� /di���l��� Address: 250 Cygnet P1.
Permit # 's: 1192 Dates: 9/9/88 Contractors: Don's Backhoe
(This is (� an existing system [ ] new construction) .
STEM COMPLIANCE (1-3) : 1
1 Code System: Meets or exceeds current City standards in all respects relating to design,
construction, and location. Appears to be operating properly.
2 Compliant System: Does not meet all current City standards for new construction, but in
most respects appears to be designed, located, and constructed in accordance with previous
codes and is functioning properly.
3 Non-Compliant System: System may or may not meet current City standards for design,
construction, or location, but is failing to properly treat and dispose of the current
input; and any system with less than three feet of vertical separation between the bottom
of the drainfield and the saturated soil level.
(The saturated soil leval [�] has or [ ) has not baen identified at this time. If the
saturated soil level has not�bean idantified, this classification is subjact 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 tha tanks [ ] were or [� were not confirmed
to be watertight by the licensed pumping contractor. If tha tanks were not confirmed to be
watartight, this classification is subjact to revision.)
INFIELD CONDITION (11-14) : 11
1 Drainfield is dry, no surfacing evident.
12 Some evidence of surfacing, not critical yet. Repair is not required at this time.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface.
Contact the City Inspector immediately. Repair must be completed within 90 days.
14 Drainfield extent and condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc. ) : low
COMMENTS: Connection to municipal sewer is required by 3/24/98.
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Date of Inspection S tic 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
On the North Shore of
Lake Misznetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
1335 S. Brown Rd.
� � � Crystal Bay, MN 55323
473-7357
OWNER .,��.m�-� S �f�1�h�,I�PP ADDRESS ��� �T�n�� �►
PERMIT NO.'S. ��� DATES �-��� CONTRACTORS ' � �a�
1 ��- � 's � �
City Ordinance No. 210 requires that each on-site s�wage 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 �ces 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 actionl
Tank inspection indicates: r��+'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 accumulatio� in tanks indicates they should be pump• have not been aumped out within the last three years, they
ed out this year to help prevent future problems. should be pumped o�t now- '
❑ Solids accumutation in tanks is at a critical level. Tanks Drain ield inspection indicates:
should be pumped out as soon as possible. �Drainfield is dry,no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet.
within 48 hours to eliminate surface discharge, ❑ Orainfield 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
p s r ac discharge. �
COMMENTS: r ���-� �� � � -S � lQ ��
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1�'�'?'!6�5�/1��-�'d �GG D�1I'?G�<Jli� S'C�Y`�v
-/`f� � .�. �,_,_-
Date of Inspection Se 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 system location and pumping records.
WHITE COPY/ Inspector's File GOLD COPY/Homeowner
On the North Shore of
Lake Mi�znetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER ✓Q�e-5 � �✓�✓r?�� ADDRESS ���y�'�e� y�
3�O� 9/��70 �j�a✓min��i71�
PERMIT NO.'S. ���9� DATES `�"9'� CONTRACTORS n5 Rac•.F�..r
City Ordina�ce 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 potential for future problems. No major upgrading of system is required at
this time.
� 4 System may or may �ot 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. �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. ❑ Orainfield 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) `�1 Adequate
❑ High water table �Low ❑ Fair
❑ Lot size ❑ Medium ❑ Poor
❑ Lake,wetland,or stream ❑ High . ❑ Inadequate
❑ Drainage ❑ System is causing visible
surface discharge.
COMMENTS:
7�.�d��/� ''�
r-
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