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�-������.�:�� CITY of ORONO
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k�KQ 2750 Kelley Parkway P.O. Boz 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
,�/ , � ��
� ��
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 � � ON—SITE SEWAGE TREATMENT
r� � INSPECTION REPORT
'C�t G~
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9kESH0�'
Owner• Address: if'"J`��J �/���/�� ) /�(�i
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Permit #'s: �"�r7� / Dates: ��� Contractors: �J���.�?' � ��,,�I/i� �,�
City ordi.nance nurtiber 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 [ 7 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 uaters.
2 "CONFORMING SYSTEM"-A system which does not meet atl the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating 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 which is failing for any reason; and any system uith less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
(7he 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):
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 purtipout. If tanks have not been pumped out within the last three years, they should be pumped
out now.
10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been punped out within the last three years, they should be pumped out nou.
DRAINFIELD CONDITION (11-14):
D field inspection indicates:
1 Drainfield is dry, no surfacing evident.
2 Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
irtmediately. Repairs must be completed uithin 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.):
COMMENTS: � Z• I '� a, b�
�
Date of Inspection 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
tnformation.
This report must be kept on the prE�nises with the system locetion 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 a � ON-SITE SEWAGE TREATMENT
r� � INSPECTION REPORT
ti
��9kESH��'�G
Owner: 1'� rl' ��X. 1� Address: �� ��L�'/{..� 'r'p){�_I �.
.
Permit #'s: � Dates: ������ Contractors: G"��LGIY�
r
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site seWage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(7his is �an existing system [ 7 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 [ ] 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):
Tank inspection indicates:
5 Pumpout not needed at this time.
6 Solids accurtiulation in tanks indicates they should be pumPed out this year to help prevent future problems.
7 Solids accurtwlation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
System is discharging to the surface. Tanks must be punped out within 48 hours to eliminate surface discharge.
� 9 Inspection risers missing-tanks could not be inspectPd. Inspection risers (4" dia. pipe) must be installed in each
tank at next pumpout. If tanks have not been punped 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>.
[f tanks have not been pumped out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
Drg�nfield inspection indicates:
Q,Y 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 cortipleted within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE Cdepends on soils,water table,e c.): f"n,�
!
i
COMMENTS: � ` ? n s � � � r ��- �,� p�,� ;
, � - P
./""
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 uill continue to function
properlyi 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�tion and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
On the North Shore of
ON-SITE SEWAGE TREATMENT LakeMinnetoyzka
INSPECTION REPORT � POST OFFICE BOX 66
s - • � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER ��� �� ��5��+ . t� ADDRESS Q ✓l)Cx-P S +'
PERMIT NO.'S. 6�>�� r��1
DATES �I—�� CONTRACTORS - �L������
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 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 pol�ution 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: �� 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
ed out this ear to hel pumped out within the last three years, they
Y p 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.
❑ System is discharging to surface. Tanks must be �Drainfield is dry,no surfacing evident.
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
❑ Slope (depends on soil types,water Site Capabilities for
❑ Soil table,and system condition) Future Expansion
❑ High water table ❑ Adequate
❑ Low
❑ Lot size ❑ Fair
❑ Medium ❑ Poor
❑ Lake,wetland,or stream ❑ High
❑ Drainage ❑ Inadequate
❑System is causing visible
surface discharge.
,
COMMENTS:
� � � i
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i '
�
7�� `9�
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
,SEPTIC .SY.STEM INVENTORY
Address: 1280 Brackett's Pt. Rd. PID: 11-117-23 32 0019
Building Type: residence #BRs/GPD 4 Systems/unit 1/1
Permit#: 8547 Date of Permit: 7/1/86 Installer: Sullivan
System Type: mound Appliances: lndry
SYSTEM CONDITION
Conformity: 4 Tank Condition: 10 DF condition: 11 Failure Pot: low
SEPTIC TANKS
Material: precast concrete Capacity: 1000, 1000, 1000
Setback to Bldg: 20
DRAINFIELD
Length of Lines 160 #Lines: 3 Trench Width: 10
Treatment Area: 82*37 Type of Filter: rock
Tile Size: 1.5 Under Tile 9 Perc Rate: 11.2
Setback DF-Bldg: 20 DF Ht above Wt: 3
Soil Type: loam, sandy loam, sand Limitations: water table
�
WELL DATA
Setbacks - Well-Tanks: Well-DF: Report in File:
Pump Type: Depth: Diameter: Method:
INSPECTIONRECORD PUMPOUT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
7/28/86 installation 1 11/5/90 1500
8/31/88 no surfacing 1 6/8/94 2000
7/23/90 no surfacing-pump tanks 1 11/13/95 1500
9/17/92 no surfacing-drainage over tanks 1 3/9/97 2500
5/2/94 no surfacing-pump tanks 1 9/19/97 1500
1
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