HomeMy WebLinkAboutSeptic info —�
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CITY of ORONO
v�,. `!�► ', Municipal Offices
� `� G�' Street Address: Mailing Address:
;
�`�k'EggO�'%� 2750 Kelley Parkway P.O. Box 66
- -"'� Orono, MN 55356 Crystal Bay, MN 55323-0066
July 6, 2000
Michael Lynn
1265 Brackett's Pt. Rd.
Wayzata, Mn 55391
Dear Mr. Lynn:
A letter dated November l, 1999 was mailed to the above address stating that your residence was
to connect to the municipal sewer system no later than July 1, 2000. As of the date of this letter
connection to the sewer has not been made.
Our files indicate that the Sewer Access Charge (SAC) fee has not been paid. The SAC fee must
be paid the year of the connection and prior to issuing a permit for the sewer hookup. The 2000 SAC
fee is $1100.00. The plumber must then obtain a permit at a cost of$35.50.
Your residence must be connected to the municipal sewer system no later than December 3�,2000.
If the sewer connection is not made by this date, the City will have no other option but to initiate
legal proceedings.
Re ectful •,
` ��itiC.c-/
r�s Pence
On-Site Systems Manager
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
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.t ` � �' � .�j i Street Address: Mailing Address:
`�$'EggO�/ 2750 Kelley Parkway P.O. Box 66
_- Orono, MN 55356 Crystal Bay, MN 55323-0066
November l, 1999
Michael Lynn
1265 Brackett's Pt. Rd.
Wayzata, Mn 55391
Dear Mr. Lynn:
According to our files, the above described property was to be connected to the municipal sewer
system no later than December 31, 1998. Our files indicate that the Sewer Access Charge (SAC)
fee has not been paid. The SAC fee must be paid the year of the connection and prior to issuing
a permit for the sewer hookup. The 2000 SAC fee will be $1100.00. The contractor must then
obtain a permit at a cost of$35.50.
Your residence must be connected to the municipal sewer system no later than July 1, 2000.
Please contact at the Orono City offices if you have any questions.
ReSp�ctfully,
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Chris Pence
On-Site Systems Manager
Telephone(612)249-4600 • Fax(612)249-4616
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v��,, 15r; Munisipal Offices
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� �`� � �� Street Address: Mailing Add�ess:
/
�9�C'Egg04'�/ 2750 Kelley Parkway P.O. Box 66
-_-:-=� Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: � IC1 /�7 �� Address: 1265 Brackett's Pt. Rd.
Permit #'s: 6695 Dates: 5/27/82 Contractors: Sullivan
(This is [�1 an existing system [ ] new construction) .
YSTEM 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 saturatad soil level is �] or is not [ ] identified undar this septic system. If tha
saturated soil level is not idantified, this classification is subjact to revisioa.)
K CONDITION (5-9) : 5
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.
10 One or more tanks are cesspools, which means the septic system is non-compliant.
(Tha tanks are [X] or are not [ ] watar tiQht or tha condition is [ ] unknowa. If the tanks
are aot cosifirmad to be watertiQht, this classification is subjact to revision.)
INFIELD CONDITION (11-14) : 11
1 Drainfield is dry, no surfacing evident.
2 Some evidence of surfacing, not critical yet. Repair is not required at this time.
1� 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:
� � �_
Date of Inspection Sep c System Inspec or
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
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v�,,� ;�� ,�r'y q���,�� �E�r Municipal Offices
� ',�`���v�'��"��'�G Street Address: Mailing Address:
- `9$�Eg}g0¢ 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
October 28, 1997
Dear Project Area Residents;
Installation of the sanitary sewer lines and lift stations is complete for the Bracketts Point/Bay Ridge
sanitary sewer project. The system will be operational and available for residential connections as
of Monday,November 3rd. All connections to the system must be completed by a state licensed
plumber. A City permit for connection must be obtained by the licensed plumber who is going to
complete the work. Payment of the Metropolitan Council Environmental Services SAC (Sewer
Availability Charge) must be made when the sewer connection permit is issued. This charge is for
the metropolitan sewer system downstream capacity that has been reserved for new sanitary sewer
connections.
According to Orono City Code, all connections to the sewer system must be made within 16
months of the official date that the system is operational for residential connections. Based on the
availability date of November 3rd 1997, the deadline for connection to the system is March 3rd
1999. Effectively, this means that all connections will need to be completed before the end of the
1998 construction season.
Restoration of the project area is scheduled for this fall with the final surface course of asphalt
pavement scheduled for completion in 1998. Thank you for your assistance in this matter and
patience and understanding during construction of this project. Please contact myself or Tom
Kellog with Boonestro Engineers, Phone 604-4863, should you have any questions or concerns
about the project.
Sincerely
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Gregory A. Gappa
Telephone (612) 473-7357 � FAX 473-0510
CITY OF ORONO � O�
Municipal Offices O � O
Post Office Box 66
Crystal Bay, MN 55323-0066 a � ON-SITE SEWAGE TREATI�NT
„� �, INSPECTION REPORT
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9kESH�4'�
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Owner: �1L"t?r/P. /Vl7j'�1 Address: � i ,
Permit #'s: Dates: ,�.,C+�� Contractors:�i/��%1Q/�
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 [ ] 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 uaters.
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 uhich 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�p�]-has or [ ] has not been identified at this time. If the limiting soil
characteristic has not been identified, this ctassification may be subject to revision.)
TANK CONDITION (5-10): �
Taptc inspection indicates:
/5/' Pumpout not needed at this time.
'6 Solids accumulation in tanks indicates they should be P�p ed 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 p�mped out uithin 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 purtipout. If tanks have not been pumped out within the last three years, they shoutd be pumped
out now.
10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
!f tanks have not been pumped out uithin the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
Dr field inspection indicates:
1 Drainfie[d 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 [nspector
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.): � J
�
COMMENTS:
�• �
Date of nspection Sept' System Znspector
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 uill 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 locatien and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
CITY OF ORONO � O�
Municipal Offices O � O
Post Office Box 66
Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT
r�, � INSPECTION REPORT
'C�� G~
9kESH��'�
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Owner: ///)�'�� 1 vrj� Address: /�� ��n1�%l�L��� /(�;y� /c�(�
Permit #'s: ' Dates: 7��� '� � .�Contractors: —' /SL�/��'11
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)
SYSTEM CONFORMITY (1-3): �
1 "CODE SYS7EM"-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 SYS7EM"-A prohibited system; a system located uithin 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 [ 7 has or [ ] has not been identified at this time. [f the limiting soil
characteristic has not been identified, this classification may be subject to revision.)
TANK CONDITION (5-10): �
Tank inspection inciicates:
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 5olids 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. lnspection 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 nou.
1 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 tast three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
Dr field inspection indicates:
1 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
imnediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE Cdepends on soils,water table,etc.): /-�II.a�Lr'�-
ia.�!
COMMENTS: �/ - � r` �/ -�/� � �
d ;�"
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 prE�nises with the system loc=tien and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
On the North Shore of
I.ake Mi�znetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT s POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER � I L ADDRESS /�U������5 �U!/1� CGf�
PERMIT NO.'S. J(� �L� DATES �—L- �a CONTRACTORS �� ����a
City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be i�spected on a regular basis.The on-site sewage
treatment system at the above address has been inspected and appears to fall into the cate9ory checked below.
(This is � an existing system ❑ new construction)
h�' � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
4�! 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 generelly in accordance with previous codes.System appears to be functioning properly; no major
upgrading of the system is required at this time.
� 3 Ooes 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 wiU usually be required,and a design and site plan
must be submitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION ( m Checked items may require your action)
Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Dces not
� Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years, they
ed out this year to help prevent future problems, should be pumped out now.
❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates:
should be pumped out as soon as possible. �Drainfield is dry,no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet.
within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated
❑ Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replace•
Inspection risers (4" dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days.
the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown.
SITE CHARACTERISTICS:
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Slope (depends on soil types,water Future Expansion
❑ Soil table and system condition) �Adequate
❑ High water table � Low ❑ Fair
❑ Lot size ❑ Medium ❑ Poor
❑ Lake,wetland,or stream ❑ High . ❑ Inadequate
❑ Drainage ❑ System is causing visible
surface discharge.
COMMENTS:
���90
Date of Inspection Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that
this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy
of the system under current conditions based on the available information.
This report must be kept on the premises with system location and pumping records.
WHITE COPY/ Inspector's File GOLD COPY/Homeowner
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OPERATOR
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6956 BROOKLYN BLVD.-BROOKLYN CENTER, MN. 55429
TELEPHONE (612) 561-4470 Established 1954
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� SEPTIC SYSTEM INVENT�RY
Address: 1265 Brackett's Pt. Rd. PID: 11-117-23 32 0010
Building Type: residence #BRs/GPD: 4 #Systems 1 Units Billed 1
Permit#: 6695 Date of Permit: 5/27/82 Installer: Sullivan
System Type mound Experimental: no Appliances lndry -
SYSTEM CONDITION
Conformity: 1 Tank Condition: 5 DF condition: 11 Failure Pot: low
SEPTIC TANKS
Material: precast concrete Capacity: 1000, 1000, 250
Setback to Bldg: 15 Cesspool: no
DRAINFIELD
Length of Lines 190 #Lines: 3 Trench Width: 10 ,
Treatment Area: 90*30 Type of Filter rock,clean sand Soil Boring: no
Tile Size: 2 Under Tile 9 Perc Rate: 5.5
Setback DF-Bldg: 20 DF Ht above Wt: 3
Soil Type: loam, sand Limitations: water table �
WELL DATA
Setbacks - Well-Tanks: 60 Well-DF: 75 Repart in File:
Pump Type: Depth: Diameter: Method:
INSPECTION RECORD PUMPO UT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
6/23/80 no surfacing, but DF within 75' of lake an 3 7/25/87 2300
6/9/82 abandoned old system, installed mound 9/5/90 1500
7123/87 surfacing in two areas of mound 4 7/1/92 1500
7/23/90 no surfacing 1 1/7/94 1000
9/17/92 no surfacing-standing water near mound 1 12/31/95 2000
5/2/94 no surfacing-standing water near mound 1 1/8/96 2500 �
6/11/98 no surfacing-connect to sewer by 12/31/9 1
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ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER I�t �l i +"I�`�.�,1 I� '���'� ADDRESS I �.�'.�_�`_ ��.i��LC=�iZ�-`"_ Fo���T ��
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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 onsite sewage
treatment system at the above address has been inspected and appears to fall into the category checked below.
(This is � an existing system ❑ new construction)
� � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
properly.
� 2 Does not meet all current City standards for new construction (1978 Codel 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 poliution to surface or groundwaters,or is
creating a safety hazard, or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair!
replacement procedures. If drainfield replacement is necessary, soil testing will usually be required,and a design and site plan
must be submitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITiON ( � Checked items may require your action)
Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle. (Does not
� Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years, they
ed out this year to help prevent future problems, should be pumped out now.
❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates:
should be pumped out as soon as possible. ❑ Drainfield is dry,no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet.
within 48 hours to eliminate surface discharge. � Drainfield is saturated and visibly discharging untreated
❑ Inspection risers missing—tanks could not be inspected. effluent to the surface. This condition may require replace- C.'��",{�`���
Inspection risers (4" dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector /�l,1;�
at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days.
the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown. `� � %� �'��
SITE CHARACTERISTICS:
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Slope (depends on soil types,water Future Expansion
❑ Soit table,and system condition) � Adequate
� High water table ❑ Low � Fair
❑ Lot size ❑ Medium ❑ Poor
� Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage � System is causing visible
surface discharge.
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COMMENTS: � � } � ,, C`� ! ! � �—. � Ll -,.. r J— /� ' -�, , � ,
1 �'i% f� �v.`J� �i ���tc ���'_ r�/':��b�c� �I!�� i U' �/�l':1�' ��' _ Jl �!4i� /fi/ ��
'_�` . c i �— c ,� ��"�.—
—� �r -�._C�� �r � �� �i����T_/ ����y—.�%Y�
Date ot Inspection Septic� y6xem nst pector^
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
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C.R. WIMDEN � ASSOCIAj6S�, INC. �
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I781 EUSTIS ST., ST. PAUI, MINN. 55108
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