HomeMy WebLinkAboutseptic info . � �� � �
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� � � _�;,•� �i Street Address: � Mailing Address: -
�ES�IOg 2750 Kelley ParlcwaY � P.O. Bax 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: ;e°`� Pt c c�S�c d�q . . � Address:_a 3� N o r�-1. �r n. �n .
City Ordinance 199 requires that each existing on-site sewage trea�nent system in Orono be inspected every two yeazs.
The on-site sewage�catment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY f 1-31: 3 � '
1 "CODE SYSTEM" Aa ISTS which meets aii tiie loeation,daign aad constcuctioa staadazd4 of the cvrrent Orono l�fuaicipal Code,
2 °CO�IPLIANT SYSTEM" Aa LSTS which doa aot meet all the lacatian,daign and wnstcuction standards of the euize�preao Muaicipal
Code but does meet tha three foot xparatioa requiremeat,aad w�ieh ys not fa�ing or aa immiaeat thceat to pubIia healtE►or saf ty,
��"NON-COI�LIANT SYSTEM" Aprohibited ISTS;an ISTS localed withia a daignated 100-year tlood plaiq aay IS'Tg a,hicli may
\J or may aot med all the lacatiaq desig�or eoastructioa ytaadacdi of the cutreat Orono btuaicipal Code aad which is£v�ing far aay reasoq aad
any ISTS with less than thne feet of unsaiurated soil or sazsd betweea the dicttsl�utioa device and the limiting goil chacacteristiea,
TANK CONDITION(5-10): � . � � � .^ �
Tank inspection indicates: .• � �
� Puinpout not needed at this tima
� Tank must ba pumped out this year (city code recNua tanIcs to be pumped out every 3 years. Tank was last pumped_V�K�o�„� �
7 Sotids aavmuladon in tanlcs is at a critical a criti�i IaveL Taalu should 6e pumped out at soon as possib(a,
8 System is discharging to the surfaca Tanks must be pumped out within 48 hours to elimiaate surface discharge.
9 Inspecdon rixrs missing-tanks eould not be icupected Inspection risers(4"dia pipe)must be usstal(ed in each tank at aest pumpout If tanks ,
have nut been pumped out within the last three yeats,they shuuld be pumped out now.
10 Inspe�Kiun pipe is(ocated d'ira-tly over tank ba@1e(does not give accuraee measurement of solids accumulation). If Lsnks bave not been pumped
out within the last three years,they should be pucaped out no�v.
DRAINFIELD COi�1DITION 11-14 ; 1�
11 Drsinfield is dry,no surfuing evident �
12 Some e�ldmce of surfacing,not ctitiul yet � . ' ' • •
13 Drsinfietd is sstunted and visibly d'�scharging untteated e@luent to the surfaca Contact the Ciry Icupeetor immediately.Repairs must be
wmpleud��itfiin 90 days. .
1� Drsintield estent and eondidoa unknowa,
COMI�NTS: Sy S�e�.. ',S � t�oc�— �o M p�•qM. d�e. �o �a� o F -rl,c ee �ee
r o� Sc���q� p�
be�C w��� b 0 �'C o�•-. 0� �c eK,\e 5 q�r� i-a� 0�- SCSSo�w v��c� �-os\�
��MP �a�ks - I R���ti�e �,� ia 3i ao i o
�-a�—O \ �q�. � .
Dace of Iaspectioa Se ac S • �
. P� Y�m Inspector :�
Note: Ia the evmt that this iaspeetion npaR is nsed to satisfy the requiremeats for a moctgage or otha tirazufa aFproperty,be advised tbat this tepart daes aot guaranta
oc eectiFy that an e�sting system will coatinue ta funetion praperlY,bat is mecety an opinion of the adequary of the systsm uade�cu�at eonditiaai baud on the avai'lable
infocautioa
CITY OF ORONO � O�
Municipal Offices O O
Post Office Box 66
Crystal eay, MN 55323-0066 a � ON–SITE SEWAGE TREATMENT
�,, � INSPECTION REPORT
�' G~
�
9kESH�4'
Owner: —�0 /��' Address: `35 �v�!'L�, �i,i,� L� (SS`3��f�
�
Permit �'s: � Dates: Contractors: �r
City ordinance number 100 requires that each on-site seuage 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 ( 7 neu construction)
SYSTEM CONFORMITY (1-3):
1 "CODE SYSTEM"-A system Which meets all the tocation, 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 satistactorily by treating and disposing of the entire current seuage input without discharging
any pollutants into ground or surface uaters.
3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system uhich 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 ident' ie , this classification may be subject to revision.)
TANK CONDITION (5-10):
Tank inspection indicates:
5 Purtipout not needed at this time.
(�`) Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems.
Y� Solids accumulation in tanks is at a critical level. Tanks should be p�xnped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface dischar�e.
9 Inspection risers missing-tanks could not be inspected. [nspection 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 punped out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
DRef�pfield inspection indicates:
( 1'1/Drainfield is dry, no surfacing evident.
"Tf Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
irmiediately. Repairs must be completed uithin 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.): �
POTENTIAL FOR SYSTEM FAILURE (depends on soils.uater table.etc.):
r
COMMENTS: � ���ir� r "�� ��r�����itJ
c' �c `.�1 09 - - � --Zc
Date of Ins ection 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 certity 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 location and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
�O� .
O ,� O
��_=� CITY of ORONO
��', � - �l�r MunicipalOffices
� y;. .� ,�. G
Street Address: Mailin�Address:
��'�+gK04'� 2150 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
owner: _ � P�n f-4 y�r�„s�'rn n c Address: 235 North Azm Ln.
Permit #'s: aoae Dates: Contractors: unkaowa
(This is [�(] 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 �] has or [ ] has not beea identified at this time. If the
saturatad soil level has aot been identified, this classification is subject to revisioa.)
TANK CONDITION (5-9) : 8
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.
� 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.
9 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 taak Maintenance Pumpout the tanks ( ] were or [� mere not coafirmed
to be watertiQht by the licensad pum�inff coatractor. If the taaks were not confirmed to be
watertight, this classification is subject to revision.)
DRAINFIELD 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.) : medium
CONIlrIENTS: 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 0 inches and the system is non-compliant. Repair or replacement of
the septic system is required by 12/31/2007.
�!/z.z�9�
Date of Inspection eptic S s em 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 SEWA(;E TREATMENT
� � INSPECTION REPORT
ti
��9kEsxo4'�G
Owner: ///1'S, /C�,1/l� .ir11'l11S�OY1Q Address:�`��� ./C/ ��l'�.
Permit #'s: I�l� Dates: � Contractors: �/l���
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.
(7his 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 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 [ ] has or �3. 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 C5-10):
Tank inspection indicates:
5 Punpout not needed at this time.
6 Solids accunulation in tanks indicates they should be �xn�ped out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. Tanks should be pt�nped out as soon as possible.
$� System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface dischar�e.
(% Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed tn each
tank at next p�mpout. If tan�c have n�t heen a�.�+?d out within the last three vears_ thev should be pian�gd
ou
10 Inspec ion pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been punped out within the last three years, they should be pixnped out now.
DRAINFIELD CONDITION (11-14):
Dr field inspection indicates:
�Drainfield is dry, no surfacing evident.
YL 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 (deaends on soils,water table,etc.): i'/���/IY�.
COMM NTS: �
Date of Inspection e 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 wtll continue to function
properlyi but is merely an optnton of the adequacy of the system under current conditions based on the available
information.
This report must be kept on the preinises with the system locstion and pumping records.
WHITE COPY/Inspectors File YELLOW 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 � ADDRESS -���vf TJ'��•
PERMIT NO.'S. ��� DATES — CONTRACTORS
City Ordinance No.210 requires that each o�-site sewage treatment system in Orono be inapected on a regular besis.The onsite sewage
treatment system at the above address has been inspected and appears to fall into the category checked below.
(This is Q� an existing system O new construction)
� � Meets or exceeds current City standards in all respects relating to deaign,construction,and location.Appears to be operating
properly.
�2 Does not meet all current City standards for new construction (1978 Codel but in most respects appears to be designed,
loceted, and constructed generally in accordance with previous codes.System appears to be functioning properly;no major
upgrading of the syatem is required at this time.
� 3 Dcea 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 desig�,co�struction ot location,but is failing to properly treat and
dispose of the curre�t 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 necessery,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 actio�)
Tank inspection indicates: ❑ Inapection pipe is located directly over tank baffle.(Dces not
❑ Pumpout not needed at this time. give accurate meesurement of solids accumulation.l 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 ia at a critical level. Ta�ks Drainfield inspection indicetes:
should be pumped out as aoon�possible. �Drainfield is dry,no surfacing evident.
O System is discharging to surface. Tanks must be pumped Some evidence of surfacing,not critical yet.
within 48 hours to eliminate surface discharge, O Drainfield is saturated and visibly discharging untreated
� �Inspection risers missing—tanks could not be inspected, effluent to the aurface. 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. O 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 ��ow �air
O Lot size Medium Poor
❑ Lake,wetland,or stream ❑ High � Inadequate
❑ Drainage ❑System is causing visible
surfa di harge. �
COMMENTS: � �� ��CO � �� �n�� �B l°J�
rh A✓ 0 '
����
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 existi�g 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 Nortb Sbore of
Lake A�linnetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� . � � 1335 S. Brown Rd.
Crystai Bay,MN 55323
� 473-7357
OWNER %�/��� ►'vi �►�l7')5T�[�1c] .TJ% ADDRESS �✓-� ,�v, �'fl�m �-/1►
PERMIT NO.'S. � DATES ✓ CONTRACTORS �
City Ordinance No,210 requires that each onsite sewage trestment system in Orono be in�acted on a regular bssis.The on-site sewage
treatment syatem at the aboMe address h�been inspected and appean to fall into the category checked below.
(This is �.an exiating system ❑ new construction)
� � Meets or exceeda current City standards in all respects relating to design,co�atruc[ion,and location.Appean to be operating
properly.
(� 2 Does not meet all current City standards for new co�atruction (1978 Code) but in most respects appears to be designed,
w Ixeted, and co�atructed generally in accordance with previoua codea.Syatem appeara to be functioning properly;no major
upgrsding of the system ia required at this time.
� 3 Does not meet current City standerda in m�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 standerds 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 nuisence.Please contect the City Inspector to discuss system repair/
replacement prooedures. If drainfield replacement ia necessary,soil testing will usually be required,and a design and site plan
muat be submitted for review.Your controctor must obtain a permit before work is atarted.
SYSTEM CONDITION ( m Checked items msy require your ection)
Ta�k inspection indicatea: ❑ Inspection pipe is loceted directly over ta�k baffle.(Does not
❑ Pumpout not needed at thia time, give accurote meaaurement of solida eccumulation.) If tanks
❑ Solids accumulation in tanks indicates they ahould be pump- have not been pumped out within the last three yeers,they
ed out this yesr to nelp prevent future problems. ahould be pumped out now.
❑ Solida eccumulation in tenks is at a critical level, Tanks Drain ield inapection indicates:
ahould be pumped out as toon ea poasible. �Drainfield is dry,no surfacing evident.
❑ Systam is discharging to wrface. Tanka must be pumped O Some evidence of surfacing,not critical yet.
within 48 hours to eliminste aurface discherge. � Drainfield is saturated and visibly discharging untreated
� � Inspection risero mis�ing—tanks could not be inapected, effluent to the surface. This condition may require replace-
Inspection ritera (4"dia.pipa)muat be installed in each tsnk ment ot additions to drainfield. Contact the City Inspector
at next pumpout. If tankt have not been pumped out within immediately.Repairs must be completed within 90 days.
the last three years,they should be pumped out now. ❑ Drai�field extent and condition u�known.
SITE CHARACTERISTICS:
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Slope (dePends on soil types,water Future Expension
❑ Soil table,and system condition) ❑ Adequate
❑ High water table ❑ low ❑ Fair
❑ Lot size �Medium �Poor
O Lake,wetla�d,or stream ❑ High . ❑ Inadequate
❑ Drainage ❑System is causing visible
surf dischar�.
COMMENTS: � � V �
� �
���1-90
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�ot guarantee or certify that an existing system will continue to function properly,but is merely an opi�ion 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
O� the North Shore of
Lake�Iinnetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� . � � 1335 S. Brown Rd.
Crystai Bay, MN 55323
473-7357
OWNER ` ADDRESS ����Di-'� �!'Yrt �-4h�
PERMIT NO.'S. DATES CONTRACTORS
City Ordinance No.270 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 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 constructiort (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
dispo�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,soiF testi�g will usually be required,and a design and site ptan
must be aubmitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION ( m Checked items may require your action)
Tank inspection indicates: ❑ Mspection pipe is located directly over tank baffle.(Dces not
❑ Pumpout not needed at this time. give accurete measurement of solids accumulation.l 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 6e pumped out now.
❑ Solids accumulation in tanks is at a critical level. Tanks Droinfield iAspection indicates:
should be pumped out as soon as possible. �Drainfield is dry,no surfacing evident.
D 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 seturated and visibly discharging untreated
�[ Inspection risers missing—tanks could not be� inspected. effluent to the surface. This condition may require replace-
Inspection risera (4"dia. pipe)must be installed in each tenk ment or additions to dr8i�field. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immediately.Repsirs must be completed within 90 days.
the last thr�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 o�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 r ❑ Inadequate
❑ Drai�age ❑System is causing visible '
surf8ce dischar�e.
COMMENTS:
. �.
� �t�-s��
Date of Inspection Septic S s e spe tor
Note: In the eveM that this inspection report is used to satisfy the requirements for a mortgage or other tranafer of p►operty,be advised that
this report does not guarantee or certify that an existing sysiem will continue to function pfoperly,but,is merely an opinion of the adequacy
of the system under current conditions based on tlte available information,
This report must be kept on;he premises with systerrt location and pumping tecords.
• WHITE COPY/Inspector's File GOLD COPY/Homeowner.