HomeMy WebLinkAboutOnsite sewage treatment system /•
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(/(/ CITY of ORONO
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Municipal Offices
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Street Address: Mailing Address
2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
To: The Current Owner of Address I ".` 5 A-1--cT ioL
City Ordinance requires that onsite sewage treatment systems in Orono be
inspected on a periodic basis. The onsite sewage treatment system at the above
address has been inspected and the following is known about the system. A
sketch of the known components of the system is available for most properties at
the Orono City Hall.
Imminent Public Health Threat
Yes
No
If yes, please contact the Onsite Systems Manager at 952-249-4626 within 10
days of receipt of this notice. The septic system must be brought into compliance
within 90 days. Failure to do so will result in referral to the City Attorney for
legal action.
System Identified as Non-Compliant
Yes
No
If yes, system must be brought into compliance by:
December 31,2007
December 31,2010
Other •
Septic Tank(s)-Pump out Needed
Yes
No
The City recommends the septic tank(s) and/or lift tank be serviced and pumped
out every three years. City records indicate the tank(s) were last pumped out on
2 q -o S . The tank(s) should be cleaned through the manhole and
not through the inspection pipes,this allows for proper cleaning.
Comments:
•
f
Inspector. Date of Inspection / _
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
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CITY of ORONO
\\„� ,' ^, �Ai Municipal Offices
I • fl "t1r i
•te •,;'r� ''‘ G// Street Address: Mailing Address:
\\ ESI; '- 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
To Current Owner: Address: 14314S--
i J L
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.
STEM CONFORMITY (1-3): 1
"CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code.
1 .
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 or two foot requirement for systems installed 1996 or earlier,and which is not failing or
an imminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited 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(5-7): Co
Tank inspection indicates:
5 Pumpout not needed at this time.
06 Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years.
Tank was last pumped \\-12).-`t to ).
Make sure septic tanks are pumped through manhole and not through white inspection pipes. This allows for the
proper cleaning. Keep water softner and iron filter discharge out of septic system.
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If
tanks have not been pumped out within the last three years,they should be pumped out now.
D INFIELD CONDITION(8-10):
8 Drainfield is dry,no surfacing evident.
9 Some evidence of surfacing,not critical yet.
10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
COMMENTS: . M o.J r\. \ 0 6\L'S 0 k-.. v r,__ S z)3-7:(.-
Al r-.-c---kc ..—b O R ,
\P •20 —01) ct - ii\-eki ,
Date of Inspection Matt Bolterman - 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.
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
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£4- kb_ _ CITY of ORONO
\pi , \1 .,..i ti Munkipal Offices
44k4g,
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Street Address: Mailing Address:
EgKOg' 2750 Kelley Parkway P.O. Bo 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: 0 c\ Q qk 0 r-N Address: Lt 3 y c +v-1-d.,.,,-, *Vt)
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.
STEM CONFORMITY (1-3): I
ei.CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the 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" A prohibited 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): G
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 1—Z 3 1" ),
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): l\
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.
COMMENTS: S--S're r` \ bO\LS Ok_ c) 11 rq nex-f— ,5 c.rsi
\�t.b —0
Date of Inspection Septic System Inspector
0
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.
..
CITY OF ORONO O
Municipal Offices O O
Post Office Box 66 >.b \
Crystal Bay, MN 55323-0066 ''r �p t ON—SITE SEWAGE TREATMENT
r$`, 0)it INSPECTION REPORT
kESH�
ji
Owner: 1 l( 1L'(aC Al/'250 Address: -1 3'0- (4,)01-670-6,04 (555 )
Permit #'s: 63 ?) Dates: t9 --d9"" C2Y Contractors: //)¢'it-ky e=" c7,
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 an existing system [ ] new construction)
6:)
SYSTEM CONFORMITY (1-3): /
"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 ( ] has not been identified at this time. If the limiting soil
characteristic has not been identi ied, this classification may be subject to revision.)
TANK CONDITION (5-10):3
g55
inspection indicates:
Pumpout not needed at this time.
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.
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): l(
-field inspection indicates:(
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 (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): (6(A)
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 the system location and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
CITY of ORONO
pa
E �
'tiEv Municipal Offices
�
.� "! i,^ �� �G Street Address: Mailing Address:
9$ gKOg' 2750 Kelley Parkway P.O. Box 66
� �I Orono, MN 55356 Crystal Bay, MN 55323.0066
Owner: 1)-)rv- ICJ K. Pct v,,04, Address: 4345 Watertown Rd.
Permit #'s: 6377 Dates: 8/29/94 Contractors: Hayes Exc.
(This is D.,--r.-;n existing system [ ] new construction) .
SYSTEM COMPLIANCE (1-3) : 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.
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 [ has or [ ] has not been identified at this time. If the
saturated soil level has not been identified, this classification is subject to revision.)
T NK CONDITION (5-9) : 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.
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 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.)
D,AINFIELD CONDITION (11-14) : 11
(113 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:
/-z/)91 _4*M
Date of Inspection "-,,, 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
CITY OF ORONO Municipal Offices icki-- ,To
Post Office Box 66 r-
Crystal Bay, MN 55323-0066l
. ON—SITE SEWAGE TREATMENTt
� ,' 4 INSPECTION REPORT
kESH04'
Owner: JI31"jAld Pr/kr, Y\ Address: Ayi V iri ilimAr\ I'LJI.
Permit #'s: 6307 Dates: 15i /4 Contractors: i ye GXG.
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 l ) an existing system new construction)
SYSTEM CONFORMITY (1-31: I
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 ( ) has not been identified at this time. If the limiting soil
characteristic has not been identi ied, this classification may be subject to revision.)
TANK CONDITION (5-10): EZ
F '�% 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.
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.
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): ,J
0field 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 (slope,setbacks,etc.): f/'""rl"_ I
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): �/ ...k
COMMENTS: ('(/
7J0L1_
Date of Inspection ep c 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 File YELLOW COPY/Homeowner
CITY OF ORONO O
Municipal Offices O Z O
Post Office Box 66
Crystal Bay, MN 55323-0066 '; r ON–SITE SEWAGE TREATMENT
1 �► INSPECTION REPORT
oup
.C9kESH0vai
'-
Owner: Aryi/d I(57/-. Address:_ TZ7S— ` Jpy'4DyVj^N K( ,
Permit #'s: Mne. Dates: Contractors: //fi41"01./tN.
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. ''11
(This is vy, 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 341 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): ,D
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.
49 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):
Drainfield inspection indicates:
11Drainfield is dry, no surfacing evident.
0Some evidence of surfacing, not critical yet.
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 co t
LIMITING SITE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): �� y
COMMENTS: J7
Aeir
Date of Inspection Se• is 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 File YELLOW COPY/Homeowner
On the North Shore of
Lake Minnetonka
ON-SITE SEWAGE TREATMENT CITY
INSPECTION REPORT OF POST OFFICE BOX 66
ORONO 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER SA Y /k Righ!S�3i '\ ADDRESS '/J 5S [�t�!!2►�7Ol vl /G�!
PERMIT NO.'S. 119/e" DATES 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 0 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.
116 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 ( I3 Checked items may require your action)
Tank inspection indicates: 0 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 pumpe ome evidence of surfacing,not critical yet.
within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated
t -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. 0 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 0 Low 'Fair
❑ Lot size 0 Medium 0 Poor
❑ Lake,wetland,or streamigh 0 Inadequate
❑ Drainage System is causing visible
surface discharge.
COMMENTS: ,I_ A 1 Ll' a� ";� t s
lanhs I' *'Ye ,6s •I/fed -- 7 of/20/ /wife ca scan,
•AIL - - i t/ ►A' ' / // 4 A ✓.v /a A _e/LI ' L'I S
Date of Inspection '-eptic System Inspector systiefiN A
44 fwvl,a ! j\
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 he deq y/4
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. /�v✓�S
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
O R O N O 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER old 4 /at t(510Y1 ADDRESS I/WS-
/x',44 1"\ gel,
PERMIT NO.'S. - DATES `� 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 II 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.
D3 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.
0 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: \ .2i Inspection pipe is located directly over tank baffle.(Does not
❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
El 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. A 0 Drainfield is dry,no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped .L Some evidence of surfacing,not critical yet.
within 48 hours to eliminate surface discharge. 0 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. 0 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 gi Low -Fair
❑ Lot size iil Medium 0 Poor
❑ Lake,wetland,or stream 0 High . 0 Inadequate
❑ Drainage ❑System is causing visible
����_� ��� /, a/ �rface dispharge�
COMMENTS: 0vY Yeeat L - 1fra c 'c.. e L►1 yl s k./eve.- AP5-/pp tz-
Qhd S r/i/A/ 1� c/
bp,al Q9 4/v\ 5/�)-. Al 7. e 6/07)714 i �S 5 y- .6:7,,i;,,
X . i ••.', / i a° . . .' , CA ',. /i iu i 0 , i d ► ,•i�e_.,
linp4I P - Al/ m
Date of Inspection /Septic System Inspector
dsc4. op lionS.
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
ORONO 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER 1)o✓l/1gL6 ADDRESS L/J ��:5 Gvi.1T��1��W/" Rn
PERMIT NO.'S. DATES 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 aboyddress has been inspected and appears to fall into the category checked below.
(This is an existing system 0 new construction)
I-1 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.
• 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)
k inspection indicates: 0 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 4prainfield inspection indicates:
should be pumped out as soon as possible. N0 Drainfield is dry,no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped U Some evidence of surfacing,not critical yet.
within 48 hours to eliminate surface discharge. 0 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. 0 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
\00 Soil table,and system condition) 0 Adequate
❑ High water table 0 Low 0 Fair
Lot size 0 Medium 0 Poor
❑ Lake,wetland,or stream "l- \ ❑ High 0 Inadequate
❑ Drainage System is causing visible
surface discharge.
COMMENTS: crAc7 S 6/A , 4tC I/A/
5yS7 c_ ATE-E1
Date of Inspection Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requirem. ts 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
1
CITY OF ORONO Date
ADDRESS Connected to
CODE SEPTIC SYSTEM INVENTORY CARD Municipal Sewer
Address 7375- t11 -7-Eie7-0,)Ai /eA.. Property I.D. -V'I –23 13 0003 WELL DATA
O Standard trench I I
0 Mound ca
System type 0 Other Legal Descriptio c,..,,a N -� 0
a)
Vir ir lcI p
Permit No. /U'DA1 E Date of permit- — Ins er
al
No. Bedrooms Garbage c m
Building type IBES/DE"3C-� or GPD 3–y g,2 Lai ish er Disposal v o Q
a
SEPTIC TANKS: Material •,ci y 2) ° OC c
• o
�R
F> C/S a
41, D )\ )
Proper outlet and inlet Baffles ` iquid depth to RO level w 3
m • 0
Height of tank bottom above water table Distance to nearest building N E
O/' 0
DRAINFIELD: Total length of lines , Number oflinesTrench width
C JTotal treatment area(sq.ft.) .,eight of drainfield above water table � � N
U
Type of filter material Soil type a r..
N VI N
Distance from ne est . dg. Tile size Perc rate min/in oa' a c
d > 0 12
Depth of fill ra' fi- . Depth of rock over tile under tile m a 0E c
Oa V
W Areie-'>z' f ' /tea
----- .-.7 If LOCATION /r(
INSPECTION RECORD PUMPOUT RECORD I I SKETCH
DATE COMPLIANCE DATE GALLONS >< ) I \
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Include: 1) Well location
2) Distance from house to
septic tanks,dist.box,
and drainfield
C— CONFORMING S—SUBSTANDARD N — NONCONFORMING 3) North arrow and road
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