HomeMy WebLinkAboutSeptic and sewer info -- --
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� � '�` r , Street Address: Mailing Address:
�`q$ESH� 2750 Kelley Parkway P.O. Box 66
---- -- Orono, MN 55356 Crystal Bay, MN 55323-0066
Apri128, 2000
Judith McAthie
1449 Bayridge Road
Wayzata, Mn 55391
Dear Ms. McAthie:
An inspection of your septic system was conducted on April 24, 2000. The system was installed on
May 16, 1967 by Widmer Bros. A summary of the inspection is below.
Septic Tank Condition
1. Pumpout not needed at this time.(Last Pumpout 10/27/98.)
The septic sS�stem is non-compliant due to a lack of a three foot separation distance between the bottom
of the drainfield to the seasonally high watertable. The three foot requirement is a State Code,not a City
Code. A soil boring was conducted to determine the depth of the seasonally watertable. The residence
must connect to the municipal sewer system no later than Decem6er 31, 2004.
Enclosed is a list of state licensed septic contractors who work in Orono on a regular basis. Also
enclosed is a fact sheet explaining how a septic system functions properly. Finally, an as-built drawing
is enclosed that shows the approximate location of the septic system.
If you have any questions regarding this report, please contact me at the City Offices at 249-4600.
Re pectful .
1
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ris Pence
On-Site Systems Manager
Enclosures
In the event this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be
adcised that this report does no guarantee or certify the 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.
Telephone(612)249-4600 • Fax(612)249-4616
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,��+4'y�;-���'�;��°�;;�¢.� Street Address: Mailing Address:
jfEggO 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 Poind 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
V` �C
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Gregory A. Gappa
Telephone (612) 473-7357 • FAX 473-0510
" � SEPTIC SYSTEM INVENTOR Y
Address: 1449 Bayridge Rd. PID: 10-117-23 34 0003
Building Typ residence #BRs/GPD: 3 #Systems 1 Units Billed 1
Permit#: 1475 Date of Permit: 5/16/67 Installer: Widmer Bros.
System Type standard trench Experimental: no Appliances lndry,dshw,dspl
SYSTEM CONDITION
Conformity: 3 Tank Condition: 10 DF condition: 11 Failure Pot: medium
SEPTIC TANKS
Material: concrete block Capacity: unknown
Setback to Bldg: 10 Cesspool:
DRAINFIELD
Length of Lines # Lines: Trench Width:
Treatment Area: Type of Filter Soil Boring: yes
Tile Size: Under Tile Perc Rate:
Setback DF-Bldg: 25 DF Ht above Wt: 0.3
Soil Type: Limitations: water table
WELL DATA
Setbacks - Well-Tanks: 50 Well-DF: 50 Report in File no
Pump Type: subm. Depth: 275 Diameter: 4 Method: drilled
INSPECTION RECORD PUMPO UT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
4/18/80 no surfacing-located tanks 2 10/14/85 1500
7/3/85 no surfacing-needs risers 2 9/27/91 1500
4/16/87 no surfacing 2 9/27/93 1500
7/13/90 no surfacing 2 10/27/98 1200
8/2/92 no surfacing-need risers 2
4/14/94 non-conforming-repair by 12/31/2004 3
4/28/00 non-compliant, repair by 12/31/2004 3
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CITY OF ORONO � O�
Municipal Offices O O
Post Office Box 66
Crystal Bay, MN 55323-0066 a � ON—SITE SEWAGE TREATMENT
� � INSPECTION REPORT
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Owner: ��Qi� � ��it'�l Address: ���`7`'1 ,�_�?'V KA'aC�.P, l�t��
Permit �'s: �Y�/� Dates: ������ Contractors: �i1��l�t'' L�d"c35,
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site seuage 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): 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 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 uhich is failiny for any reason; and an e than 3 " �c_sand_
between the distribution device and the limiting soil characteristics. � q �;�f � � �,P
(The limiting soil characteristic �has or [ 7 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 Purtipout not needed at this time.
6 Solids accumulation in tanks indicates they should be p�xnped 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 pwnped 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 purtipout. lf tanks have not been pumped out uithin 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):
Drp�nfield inspection indicates:
;1'y Drainfield is dry, no surfacing evident.
'f2 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 within 90 days.
14 Drainfield extent and condition unknown.
L1MIT[NG S1TE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): �
A
COMMENTS. ��' J� � ��
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Date of Inspection S ptic ys em Inspector �'` `3��+
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
properlyi but is merely an opinion of the adequacy of the system under current conditions based on the available
tnformatton.
This report must be kept on the pre�nises with the system loc�tion and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
CITY OF ORONO � O�
Municipal Offices O � O
Post Office Box bb
Crystal Bay, MN 55323-0066 a � ON—SITE SEWAGE TREATMENT
r� � INSPECTION REPORT
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Owner: � � Addre s s: �7'7� �V I�J C�P. 1� .
Permit #'s: ��� Dates: ��p-(�7 Contractors: ��1,% /)?t�;� ��1�'�•
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 bfj 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.
"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 p�l�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 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.
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. Ins ion risers (4" dia. i ust e installed in each
Lanlc at next oumuout. If tanks have not been pumpe out wit in e as ree years, t ey s ou p pe
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):
Dr nfield inspection indicates:
� 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.
LIMITING SITE FACTORS Cslope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): //l,�V�
����
COMMENTS:
Date of Znspection eptic Sy tem 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