HomeMy WebLinkAboutseptic info � o�
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���V���- CITY of ORONO
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r�, �� ^� �''-� l4 Municipal Offices
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.� � �. �.� SVeet Address: Mailin�Address:
'`�$EgH04' 2150 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323•0066
Owner: �,�� l•�i � Address: a170 Shevlin Dr.
Permit #'s: 2127 Dates: 5/20/69 Contractors: Rassett P1bQ.
(This is [x] 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 appe�rs to be designed, located, and constructed in accordance with previous
codes and is funct�oning properly.
� Non-Compliant Syst�em: System may or may not meet current City standards for design,
construction, or ]�ocation, but is failing to properly treat and dispose of the current
input; and any syskem with less than three feet of vertical separation between the bottom
of the drainfield �nd the saturated soil level.
(The saturated soil level [� ] has or [ ] has not been identified at this time. If the
saturated soil lavel has not baen identified, thie classification is subjact to revision.)
K CONDITION (5-9) : 5
5 Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumped out this year.
7 System is dischargiing to the surface. Tanks must be pumped out within 48 hours.
8 Inspection risers m�issing-tanks could not be inspected. If tanks have not been pumped out
within three years,� they should be pumped out and risers installed now.
9 Inspection pipe is �ocated over tank baffle-can not measure solids accumulation. If tanks
have not been pumpe out within three years, they should be pumped out now.
I �/
(Duriag the last septic �.ank Maintenance Pua�pout the tanks [ ] wera or �] ware not confirmed
to be watartiQht by the�licensed pua4ping coatractor. If the tanks were not confirsned to be
watertiQht, this classif cation is subject to revision.)
D INFIELD CONDITION (11 14) : 11
Drainfield is dry, o surfacing evident.
12 Some evidence of su�jfacing, not critical yet. Repair is not required at this time.
13 Drainfield is satu�ated and visibly dischargin� untreated effluent to the surface.
Contact the City Ins�ector immediately. Repair must be completed within 90 days.
14 Drainfield extent an condition unknown.
POTENTIAL FOR SYSTEM FAIL�IRE: (system age and condition, soils, etc.) : medium
COMMENTS: In order to co�firm that your septic system meets Minnesota standards, soil borings
were performed to verifyi a 3 foot separation between the drainfield and the seasonal water
table. The separation is !0 feet and the system is non-compliant. Repair or replacement of the
septic system is required by 12/31/2001.
/ �� � ` ��
Date of Inspection eptic System Inspector
Note: In the event that this inspection report is u�ed 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 ORO �O�
Municipal Offices O O
Post Office Box
Crystal eay, MN 55323-0066 a � ON—SITI4 SEWA(�E TREATMENT
� . � INSPECTION REPORT
� Gti
�9kESH.��'�
' /� Q
Owner• W/len� Address•
Permit �'s: Dates: �v`��l Contractora:
City ordinance number 100 equires that each on-site sewage treatment system in Orono be inspected on a regular besis.
The on-site sewage treat nt system at the above address has been inspected and appears to fall into the category
checked below.
(This is � an existing system [ ] new construction>
S1'STEM CONFORMITY (1-3):
1 "CODE SYSTEM"-A sy tem which meets all the location, design, and construction standards of the current City
Codes, end whic� is operating satisfactorily by treating and disposing of the entire current sewage input
without dischar�ing any pollutants into ground or surface waters.
2 "CONFORMING SYSTEM -A system wh�ch does not meet atl 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 sakisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into gro�x�d or surface waters.
"NON-CONfORMING SYSTEM'�-A prohibited system; a system located within a designated 100-year tloodptain; any
system which mey or may not meet all the location, design, and construction standards of the current City
Cades and which is failing for any reason; and an s s2em with less than 3 feet of unsaturated soil or sand
between tion device and the limiting soi rac e � _
�(The limitin� s�il characteristic has or [ 7 has not been identified at thi time. If the limiting soil
characteristic has not been identi ied, this classification may be subject to revision.)
TANK CONDITION (5-10):
Tpnk inspection indicates:
�5� Punpout not needed at this time.
6 Solids accunulation in tanks indicates they should be punped 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 o the surface. Tanks must be punped out within 48 hours to eliminate surface discharye.
9 Inspection risers miss ng-tanks could not be inspected. lnspeaction risers (4" dia. pipe) must be installed in each
tank at next punpout. If tanks have not been pumped out within the last three years, they should be p�mped
out now.
10 Inspection pipe is loqeted directly over tank baffle (does not give accurate measurement of solids acamulation).
If tanks have not been ptmped out within the last three years, they should be pumped out nou.
DRAINFIEID CONDITION C11-14)
Drp�field inspection indica{es:
n Y Dreinfield is dry, no s�urfacing evident.
`12 Same evidence of surtac!�ng, not critical yet.
13 Drainfield is saturateld and visibly discharging untreated effluent to the surface. Contact the City Inspector
imnediately. Reppirs must be campleted within 90 days.
14 Drainfield extent and condition �known.
LIMITING SITE FACTORS Csloce.�etbecks,etc.):
POTENTIAL FOR SYSTEM FAI WRE �reoends on soits.water table.etc.): ����,_
\
COMMENT : C � � •
I
�
Date of spection ic S t nspector 5 �
Note: ln 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 ppinion of the adequacy of the system under current conditions besed on the available
informat�on.
This report ipust be kept on the premises with the system locstion and p�anping records.
WHITE�COPYllnspectors File YELLOW COPY/Homeowner
CITY OF ORONO �O�
Municipal Offices O �
Post Office Box 66
Crystal Bay, MN 55323-OObd a � ON—SITE SEWA(;L TREAT�NT
� . � INSPECTION RFPORT
��9 ��p
I kEsHO
Owner: P✓ � Address: ���.�Pd��. Ur
�
Permit �'s: Dates:�s�"b / Contractors: �S�T� ���.
City ordinance number 100 r ires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site sewage treatmen system at the above address has beeh inspected and appears to fall into the category
checked below.
(This is �an e isting system [ ] new construction)
STSTEM CONFORMITY (1-3):
I
1 "CODE SYSTEM"-A systeln which meets all the location, design, and construction standards of the current City
Codes, and which i�s operating satisfactorily by treating pnd disposing of the entire current sewage input
without dischargir� any pollutants into ground or surfaceivaters.
"CONFORMING SYSTEM"- system which does not meet all the l cation, design, and construction standards of the
current City Code , but was installed according to the c e in effect at the time of installation, and which
is operating sati factorily by treating and disposing of the entire current sewage input without discharging
any pollutants int gro�md or surface uaters.
3 "NON-CONFORMING SYST "-A prohibited system; a system loc ted within a designated 100-year floodplain; any
system which may r may not meet all the location, desi n, and construction standards ot the current City
Codes and which i failing for any reason; and any.syst with less than 3 feet of unsaturated soil or sand
between the distri tion device and the limiting so�l cha acteristics.
(The limiting soil'characteristic [ ] has or �i has not en identified at this time. If the timiting soil
characteristic has not been identified, this classificati n mey be subject to revision.)
TANK CONDITION C5-10):
Tank inspection indicates:
5 Punpout not needed at thi�s time.
6 Solids accunulation in t ks indicates they should be punped out this year to help prevent future problems.
7 Solids accunulation in t ks is at a critical level. Tanks shou d be pumped out as soon as possible.
� System is discharging to he surface. Tanks must be punped out ithin 48 hours to eliminate surface dischar$e.
Inspection risers missin tanks could not be inspected. lnspect on risers (4" dia. pipe) �st be installed in each
tank at next pumpo t. If tanks have not been punped out ithin the last three years, they should be punped
out now.
10 Inspection pipe is locat@d directly over tank baffle (does not give accurate measurement of solids accunulation).
If tanks have not b�en punped out within the last three years, they should be ptmped out now.
DRAINFIELD CONDITION (11-14):
Dr,a�nfield inspection indicatest
(N Drainfield is dry, no surlecing evident.
12 Some evidence of surfacing, not critical yet.
13 Drainfield is saturated �nd visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repei s must be canpleted within 90 days.
14 Drainfield extent and corx�ition unknown.
LIMITING S1TE FACTORS slo se acks etc. :
POTENTIAL FOR SYSTEM FAILURE (de�ends on soils.water table.etc.): ���
COMMENTS:;� /AN_ ��c! Id11KS L..�i�� IQS� ��'A�Q�[ �6—�
—T'`
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 tl{at an existing system will continue to tunction
properlyi but is merely an opih�on of the adequacy of the system uhder current conditions based on the available
informetion. �
This report must be kept on the premises with the system loc�tion and pumping records.
WHITE COpY/Inspectors File NELLOW COPY/Homeowner
On the Noyth Shore o f
Lake R9isznetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
�.,
OWNER /����� /�/�I7� ADDRESS �/��
PERMIT NO.'S. ��-GT'—L DATES J �'`���� CONTRACTORS
City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage
treatment system at the above address has been inspected and appears to fall into the category checked below.
(This is � an existing system ❑ new construction)
� � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating �
properly,
� 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
located, and constructed generally in accordance with previous codes. System appears to be functioning properly; no major
upgrading of the system is required at this time.
� 3 Does not meet current City standards in many respects relating to design, construction, or location.Appears to be operating
adequately at this time, but has a relatively high potential for future problems. No major upgrsding of system is required at
this time.
� 4 System may or may not meet current'�ity standards for design, construction or location, but is failing to properly treat and
dispose of the current input, and is endangering a water supply, or is a source of pollution to surface or groundwaters,or is
creating a safety hazard, or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan
must be submitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION ( � Checked items may require your action)
Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle. (Does not
❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
❑ Solids accumulation i� 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 Dra'nfield 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) 0 Adequate
❑ High water table � Low �e,�,Fair
❑ Lot size ❑ Medium ❑ Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑System is causing visible
` � surface ischarg .� ' � % `/n
COMMENTS: � �
� ��
Dv� r os ,
--o� � � ' ' �
�0?9-�� " '
Date of Inspection Septi ystem 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 ADDRESS l�LJ � ����/ h ��V�
PERMIT NO.'S. C-��-� DATES �`�-�� �C� CONTRACTORS �dS.S�-�
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 systerri 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 ot the system is required at this time.
� 3 Does not meet current City standards in ma�y 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, co�struction or location, but is failing to properly treat and
dispose of the current input, and is endangering a water supply, or is a source of pollution to surface or groundwaters,or is
creating a safety hazard, or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary, soil testing will usually be required,and a design and site plan
must be submitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION ( � Checked items may require your action)
Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle. (Does not
❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
❑ Solids accumulation in tanks indicates they should be pump• have not been pumped out within the last three years, they
ed out this year to help prevent future problems. should be pumped out now.
❑ Solids accumulation in tanks is at a critical level. Tanks Drainf" Id inspection indicates:
should be pumped out as soon as possible. �rainfield 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 0 Inadequate
�❑ Drainage ❑ System is causing visible
surface discharge.
COMMENTS:
�--
f %
� ,� �,
Dat of Inspe tion _ eptic System Insp c r
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 exisiing system wili 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
— fZ,�1�C�71ti'Z�� ���13'�-1� �21�-►.6/�7�-L �o�9` 1
On the North Shore of
Lake Mizznetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER �E�S�%M E I�V�I CN� ADDRESS ����U ���VL//�I
PERMIT NO.'S. '����� DATES � � L� �`'`� CONTRACTORS I�'`{S-5��� �
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 ab�ov�e address has been inspected and appears to fall into the category checked below.
(This is L�1 an existing systern ❑ 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.
\—
`lil 3 Does not meet current City standards in many respects relating to design,construction, or location.Appears to be operating
LJ adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at
this time.
� 4 System may or may not meet current City standards for design,construction or location, but is failing to properly treat and
dispose of the current input, and is endangering a water supply, or is a source of pollution to surface or groundwaters,or is
creating a safety hazard, or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary, soil testing will usually be required,and a design and site plan
must be submitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION ( � Checked items may require your action)
Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not
❑ Pumpout not needed at this time, give accurate measurement of solids accumulation.) If tanks
❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years, they
ed out this year to help prevent future problems. should be pumped out now.
❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates:
should be pumped out as soon as possible. ❑ 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, i
SITE CHARACTERISTICS:
Limiting Site Factors Potential for System Failure Site Capabilities for
�--� Slope (depends on soil types,water Future Expansion
❑ Soil tabie,and system condition) ❑ Adequate
❑ High water table ❑ Low ❑ Fair
�� Lot size ❑ Medium ��� Poor
—'-'----E7 Lake,wetland,or stream '—'—f] High ❑ Inadequate
❑ Drainage �System is causing visibie
surface discharge.
COMMENTS:
�— ^ � /. L � � l �
Date of Inspection ptic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that
this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy
of the system under current conditions based on the available information.
This report must be kept on the premises with system location and pumping records.
WHITE COPY/ Inspector's File GOLD COPY/Homeowner
. �__ _ �
SEPTIC SYSTEM INVENTORY
.. . �,
� Address: 2170 Shevlin Dr. PID: 03-117-23 34 0018 �
�
Building Type: residence BRs Install'd for: 4 In Musa: Yes
�;;
Permit #: 2127 Date of Permit: 5/20/69 Installer: Rassett Plbg.
System Type: standard trench Experimental: no Appliances: lndry,dshw
,
SYSTEM CONDITION
Conformity: 3 Tank Condition: 5 DF condition: 11 Failure Pot: medium
SEPTIC TANKS
Material: concrete block Capacity: 1250, 500
.
Setback to Bldg: 15 Cesspool: �;?
;�
DRAINFIELD `'�
Length of Lines: 250 # Lines: 3 Trench Width: 2 ��
Treatment Area: 500 Type of Filter: rock Soil Boring: yes ������
Tile Size: Under Tile: Perc Rate:
Setback DF-Bldg: 30 DF Ht above Wt: 0
Soil Type: loam, clay loam Limitations: water table "�
,:�
WELL DATA
Setbacks - Well-Tanks: Well-DF: Report in File yes
Pump Type: subm. Depth: 100 Diameter: 4 Method: drilled
INSPECTION RECORD PUMPO UT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
7/11/78 no surfacing s 6/20/80 1000
5/31/84 no surfacing 2 8/10/87 800
7/23/86 slight surfacing 3 8/28/90 800
7/29/88 no surfacing 2 7/27/94 800
6/29/90 no surfacing 2 12/30/95 1800 '�
�
6/18/92 no surfacing-need risers 2 1/15/96 800 ``"
9/29/94 non-conforming-repair by 12/31/96 3 2/28/96 1400 �
11/7/97 non-compliant-repair by 12/31/2001 3 4/23/96 1500
a.- �'O� Cd��Q�-4� +v Se,,,��.r 5/6/96 1500
5/7/97 1500
; 4/8/98 1500
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