HomeMy WebLinkAboutSeptic System Inspections 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 P-(3°.nar\- g-ciadsoieN ADDRESS 40 /VASA✓P/n bra-
PERMIT
yPERMIT NO.'S. 7 79 DATES IFA-133 CONTRACTORS (_XI/irl'f✓ay y< .
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 Gil an existing system 0 new construction)
IM1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
properly.
J 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 ( 0 Checked items may require your action)
Tank inspection indicates: ,g 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. j 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. 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) ill Adequate
❑ High water table Low 0 Fair
❑ Lot size 0 Medium 0 Poor
❑ Lake,wetland,or stream 0 High . 0 Inadequate
0 Drainage 0 System is causing visible
surface discharge.
COMMENTS: /1/i / Iif � //i1 / //, / . GIBS I_
la—V 0 - Viov, ,�je pimped ®e/ arii'� gook),
Date of Inspection eptic 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 Minnetonka
ON-SITE SEWAGE TREATMENT CITY
INSPECTION REPORTOF POST OFFICE BOX 66
ORONO 1335 S. Brown Rd.
Crystal Bay, MN 55323
I 473-7357
OWNER kPT}2r\ I?,11 d! 1 ADDRESS ?'-4O A1229/Alitn
PERMIT NO.'S. 7?7 ( DATES // 1R-O g CONTRACTORS 014Prikv911
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 d.an existing system ❑ new construction)
rja1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
properly.
1J2 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.
ID3 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.
El4 System may or may not meet current City standards for design,construction or location, but is failing to properly treat and
u 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: 0 Inspection pipe is located directly over tank baffle.(Does not
VILPumpout 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.
0 System is discharging to surface. Tanks must be pumped 0 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. 0 Drainfield extent and condition unknown.
SITE CHARACTERISTICS:
Limiting Site Factors Potential for System Failure Site Capabilities for
0 Slope (depends on soil types,water Future Expansion
❑ Soil table and system condition) Adequate
ig High water table -Low 0 Fair
❑ Lot size 0 Medium 0 Poor
❑ Lake,wetland,or stream 0 High 0 Inadequate
0 Drainage 0 System is causing visible
surface discharge.
COMMENTS:
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
CITY OF ORONO O Atio‘
Municipal Offices L�
Post Office Box 66
Crystal Bay, MN 55323-006614
ON—SITE SEWAGE TREATMENT
. A1 INSPECTION REPORT
‘'IAH‘esirA
9kESH.04
Owner: kephan RcbcwrJ�or" Address: 2S00 /4-06CtiAake£r
Permit #'s: '-/ Dates: ll—it,—R � Contractors: a/Artt✓Q ITXC,
City ordinance number 100 requires that each on-site sewage treatment system in Orono be in/"pected 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 D41._an existing system t ] new construction)
SYSTEM CONFORMITY (1-3): /
0 "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 I ] 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): //
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.
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): n
Dgenfield inspection indicates:
11� Drainfield is dry, no surfacing evident.
X12 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.): kir
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): !-A/IL,
COMMENT$: A Di', .c."2,.s C A - /QfST p/rn pPd u+ 9-90 r24 /1oiad 1
ikeipe oy, , � ' pePiep Pyr- - mS-.
-,f/!ia A L,. ..//A
Date of Inspection S- •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 the system location and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
,4bii
..„
CITY of ORONO
\\ ti Municipal Offices
e,-
/".„ Street Address: Mailing Address:
Esti 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: �'e er�n
kirrads-:,.0(\ Address:2500 Woodhaven Dr.
Permit #' s:7249 Dates:ll/18/83 Contractors:Quickway Exc.
(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 level 0 has or [ ] has not been identified at this time. If the
saturated soil level has not been identified, this classification is subject to revision.)
K CONDITION (5-9) : 5
Pumpout not needed at this time
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.)
IAINFIELD CONDITION (11-14) : 11
Drainfield is dry, no surfacing evident.
12 Some evidence of surfacing, not critical yet. Repair is not required at this time.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface.
Contact the City Inspector immediately. Repair must be completed within 90 days.
14 Drainfield extent and condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc. ) : low
COMMENTS:
/O— F%
Date of Inspection -pt 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
1%; 1
CITY OF ORONO O
Municipal Offices O O
Post Office Box 66 '
Crystal Bay, MN 55323-0066 a '���,. ON—SITE SEWAGE TREATMENT
r:1 1;t. ;0)' "` t, INSPECTION REPORT
'PSH&
Owner: /1 ee,?MY) fr ehMZ 05OOA1 Address: 2500 acociiNceil brl✓e (5356)
Permit #'s: 72 y9 Dates: it'(8'"5.3Contractors: l�l((kLc'til 6-7:-)((2aCity 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)
SYSTEM CONFORMITY (1-3): /
1 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 ident fi d, this classification may be subject to revision.)
TANK CONDITION (5-10): 115
0 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.
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 Y out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14): `,
field 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.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): Mi*)
COMMENTS:
—7Z- t
��
Date of Ins ction 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
(3-0k
0
:;A:-_,,, CITY of ORONO
j\ y ti Municipal Offices
ty� r� +G Street Address: Mailing Address:
'�Egg04' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: VOC' } \ k"(C Q Address: a50 woc)a Lever` or_
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.
SYSTEM CONFORMITY (1-3):
"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 ofthe 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): 6
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 4-k l` I. ).
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): \\
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: SyS-re0, \ooKS OK . Piir -i-,,,KS rte - 5pc;(5 ;- - -1-1,ef
\--.\\I` r-0)r \oee., i\),--ye ,-(\. \-,t,,1- '3 YeAc S .
ii_0 — --'11.—b\ 6)1\-\Cwc '
Date of Inspection Septic System Inspector
Note: In the event that this inspection report is used to aaticy 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.
4:01,7 °.1/C:%
CITY of ORONO
47.// Municipal Offices
• t.� VS C
Street Address: Mailing Address:
�ES�I014.i/ 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 1 Crystal Bay, MN 55323-0066
To Current Owner: . Address: QS-00 'oc d �rtt t,\ Of 7N) t
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.
SYSTEM CONFORMITY (1-3): i
1 "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 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): S
Tank inspection indicates:
OS Pumpout not needed at this time.
6 Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years.
Tank was last pumped -7-\-03 ).
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.
DR.AINFIELD CONDITION(8-10):
�J 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\)r`� )S-Cr Io c IC. uIC,
�\ —v3 6 '''•c
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 ofthe adequacy of the system undercurrent conditions based on the available
information.
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
.4
City of Orono
e mo
To: Orono residents on mound type septic systems
From: Willie Gibbs, ISTS Manager
Date: May 10, 2006
Re: Landscaping Do's and Don'ts for Mound Systems, Quick Reminder
Do plant and maintain a full cover of grass and keep mowed to a normal height, this grass cover aids
in the evaporation of large amounts of effluent(the liquid left after the "other" stuff has been removed)
in the summer time and allows the mound system to help breakdown nitrogen in the effluent.
Do water the grass over the mound in extreme dry conditions, sparingly.
Do avoid unnecessary foot traffic over the mound, mow it and stay off of it. This is especially true in the
winter time. Even human foot traffic can cause frost to penetrate the mound resulting in potential
freezing problems.
Do inspect your mound system annually for winter kill, (reseed if necessary) animal damage,
(burrowing)or signs of potential failure.
Do not plant trees or shrubs on the mound system, smaller trees and shrubs may be planted at the
edges. Remember,that sunshine is the key to a healthy mound system.
Do ask questions, if you have any concerns or questions concerning your mound system
please feel free to call me, I can be reached at 952-249-4626.
1
maitiwi to.z.cj
O O CITY OF ORoNo 7
Municipal Offices
I 11' j' Street Address Mailing Address:
'� "�.�,iii' G'� 2750 Kelley Parkway P.O.Box 66
S
1H044 Orono, MN 55356 Crystal Bay, MN 55323-0066
9kE
To: The Current Owner of Address 2500 WOODHAVEN DR
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 954-249-4626 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
(3) years. City records indicate the tank(s)were last pumped out on /o- .27-0; .
The tank(s) should be cleaned through the manhole and not through the inspection pipes, this
allows for proper cleaning.
Comments:
w
--Itisilq—C
Inspector: Date of Inspection: — 67
Telephone (952) 249-4600 • Fax (952) 249-4616
www.ci.orono.mn.us
CITY O , fle ; r c!0)
SEPTIC S t 'gpmvii L1,1, ,
LOCATION 2 S-00 1/1_34. j: l A-(di-m7V DR/�f
GENERAL CONTRACTOR (,4Jp( , •
SEPTIC CONTRACTOR
OWNER
APPROV
APPROVED: NOTE CHANGES BELOW -Th
COMMENTS
/ iii - /0100-75b-
A-c 11
f'e`e ) ( t9eA-I C .5 +-c 7 aAJ
r re e-iu-rs ,Ecste s Ycr
/O ?7. goc 1 5`fx4,2_ ' SA
A G eKQE4t1 A-7A
P2iw✓l-vi ore__
7 —//-9 e f'
DATE APPROVED BY:
PROTECT DRAMNRELD AREA
DESIGNATED DRAINFIELD SITES SHALL BE STA-
KED OF PRIOR TO CONSTRUCTION OR EXCAVA-
TION IN THE AREA. THE DRAINFIELD AREA SHALL
REMAIN UNDISTRUBED UNTIL DRAINFIELD CON-
STRUCTION
IS COMMENCED. NO VEHICULAR `.
TRAFFIC OR STOCKPILING OF FILL SHALL BE•
ALLOWED WITHIN DESIGNATED DRAINFIELD Ar:IA • \\
EITHER BEFORE OR AFTER DU I +LL ? ►r,'';; , -
LATION. VIOLATION MAY RLOUI iE
OF THE SOIL.
KEEP OFF N T
On the North Shore of
Lake Minnetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT CITY POST OFFICE BOX 66
1335 S. Brown Rd.
OF Crystal Bay, MN 55323
O R O N O 473-7357
OWNER ,(/i1' 1-c U1 e//u(, ADDRESS 2SZDCD A .
PHONE PERMIT NO'S. 7)1/7 DATES
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:
N Meets or exceeds current city standards in all respects relating to design, construction, and location. Appears
to be operating properly.
• 2 Does not meet current city standards in some respects relating to design, construction, or location. Appears
to be operating properly.
❑ 3 Does not meet current city standards in many respects relating to design, construction, or location. Appears
to be operating adequately.
❑ 4 Does not meet current city standards of design, construction or location, is being overused, or is failing to
properly treat and dispose of the current input and is therefore endangering a water supply, is a source of
pollution to surface or groundwaters, is creating a safety hazard,or is otherwise creating a public nuisance.
Please contact the inspector to discuss requirements for repairs to your system. Soil testing may be re-
quired. In all cases a design and site plan must be submitted for review. Your contractor must obtain a permit
before work is started.
WORK REQUIRED:
❑ Septic tanks must be pumped within 48 hours.
• Drainfield must be repaired or replaced within 90 days.
❑ Inspection riser (4"diam. pipe) must be installed in each tank.
❑ Tank inspection indicates maintenance pumpout is needed as soon as possible. City ordinance requires that
tanks be pumped out every three years.
SITE CHARACTERISTICS:
Limiting Site Factors Potential for System Failure Site Capabilities for
❑Slope (depends on soil types,water Future Expansion
0 Soil table,and system condition) Adequate
' 1 igh water table ,Low 0 Fair
❑Lot size ❑Medium ❑ Poor
❑Lake,wetland,or stream 0 High ❑ Inadequate
Drainage 0 System is causing visible
surface discharge.
COMMENTS:
Z7— ,ar)14;1/2----
Date of Inspection Septic System
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 bJrv% Leveel ADDRESS 2-SOD Wootg(nw,3eN OR
PERMIT NO.'S. 7Zyg DATES 11-1g 83 . CONTRACTORS tc-. Z'JF •
CXG-
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 (Wan existing system ❑ new construction)
pri, 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 ( IZ Checked items may require your action)
Tank inspection indicates: 0 Inspection pipe is located directly over tank baffle.(Does not
.B'"frumpout 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. mppshould be pumped out now.
❑ Solids accumulation in tanks is at a critical level. Tanks Dr3infie{d 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 0 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) -' dequate
.'High water table .B"tow 0 Fair
❑ Lot size 0 Medium 0 Poor
❑ Lake,wetland,or stream 0 High 0 Inadequate
❑ Drainage 0 System is causing visible
surface discharge.
COMMENTS:
1" /O -a-, 62„),.Date of Inspection 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