HomeMy WebLinkAbout09-02-86 re: Sewer/septic info .
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September 2, 1986
Dear Crystal Bay Resident:
The sanitary sewer project in the Crystal Bay area was
completed, inspected and accepted on June 11, 1986. Ther� are
someorestoration items yet to be completed.
If you have not already done so, you can connnect your
residence or business to the sanitary sewer main line.
The deadline for connection to the sewer main line is 16 '
months from June 11, 1986 or Oc�ober 11, 1987.
A licensed contractor is required to make this type of
connection in the City of Orono.
The contractor must obtain a permit from the City prior to
any work being done. �
�
The permit fee is $30.50. A Servfce Availability Charge
(SAC) of $475.00 must be paid before or at the time the permit is ,
issuecl. Be advised that the City of Orono is only the collection ;
agency for the SAC fee. The Metropolitan Waste Control i
Commission actually receives these monies. � �
i
- Some of you may have already paid the SAC fee 3n advance. - �
For your information, your existing sept3c tank must be
pumped and filled with approved fill when connection to the sewer �
main has been completed.
If you have any questions, please feel free to call me at
473-7359.
Sincerely, ;
����
�
John R. Gerhardson,
Public Works Coordinator •
JRG/tln
EOCATI ON
IAISPECT�OIV RECORD PUMPOUT RECORD SKETCH � - '
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DATE COMPLIANCE DRTE GALLORIS � � � '
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Fnclude: 1) Well location
21 Distance from house to
septic tanks,d'ist.bax,
and drainfie�d
C—CONFORMING S—SUBSTANDARD N—fVONCONFORMING 3) North arrowand road
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May 16, 1988
Maribeth Swanson
1271 Arbor St.
Box 71
Crystal Bay, MN 55323
Dear Ms. Swanson:
In December 1987, I notified you that according to our files you
had not connected to the sanitary sewer.
Due to weather conditions at that time, the City did not proceed
with formal action to force connection to the sewer.
However, weather conditions are now favorable and our files
indicate that you still have not completed the connection.
Please contact me immediately to avoid further legal action by
the City.
I can be reached at 473-7357.
Sincerely,
��a�vy� :`� ��-���1'�s--�
John R. Gerhardson
Public Works Director
JRG/lh
BUILDING&ZONWG—473-7357 • ADMIIVISTRATION&FINANCE—473-7358 o PUBLIC WORKS—473-7359
ASSESSING
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,"` - J°;. Post Office Box 66•Crystal Bay.Minnesota 55323•Mnnicipal OfficEs
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August 16, 1988 �
Maribeth Swanson
1271 Arbor Street
Box 71
- Crystal Bay, MN 55323
Dear Ms. Swanson:
In May of 1988 I notified you that you had not connected
your dwelling at 1271 Arbor Street to the sanitary sewer. ;
Because there has been no action, this letter will serve as i
notice that you are in violation of City Ordinance Section 9.02,
Subdivision 1 which requires connection to the sanitary sewer
when available and Section 12.30, Subdivision 4 (B) requires
connection 16 months after availability.
I f I do not hear f rom you within seven (7) days, you �ri l l be
issued a citation for failure to comply with the above City
Ordinances. �
Please call me at 473-7357 at your earliest convenience.
�incerely,
�I�R. /�.� �
�
John R. Gerhardson,
Public Works Director
JRG/tln
BUILDING&ZONING—473-73S7 • ADMIIVISTRAT[ON Fc FINANCE—473-7358 • PUBLIC WORKS—473-7359
ASSESSI[VG
On the North Shore of
Lcake Minnetonka
ON-SITE SEWAGE TREATMENT
INSPECTtON REPORT � POST OFFICE BOX 66
� . � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER ` - ��� '�'�+' , T�- �����1DDRESS I a, , �f�r �''�'.
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,consuuction,and location.Appears to be operating
properly.
� 2 Does not meet alI 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 et 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 ereating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedu�es. If drainfield replacement is necessary,soil testing will usualty 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 pumped out within the last three years,they
ed out this year to help prevent future problems, should be pum�d out now.
❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates:
should be pumped out as aoon 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 L�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.
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 O Medium �Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage �System is causing visible
.� surface discharge.
COMMENTS: �/v� P�'P.(/'h� T/�.S sycr� r���- � eo�lrv ��c�
LI�1��'Y'� �JIM� /.� UV�+cS �NS'?-�.—��� , �tTzl �'�►�Z �A-� ��J
20����a � /'iea�P�ex-� L� Y�.u�7-' � Nti@�� �3
�- � -�7 pc�r 1/ !R 87 ,
Date of Inspection Septic y m 1 spector �
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other t ansfer of properfy,be a " d that
�is 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 systern 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/Nomeowner
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