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Home My WebLink AboutSeptic/sewer info "T., —� CITY OF ORONO Date —. ADDRESS � Connected to CODE SEPTIC SYSTEM INVENTORY CARD Municipal Sewer � �A,Si Address ,��`'�'-� " �Jc �f: Property I.D. �'�-il'1-�`3 ?'3 �k��, WELL i ATA �Standard trench Lc,- �`/ I ❑ Mound rn Systemtype O Other Legal Description y�yyU - 7,S'�0 � p' d L Permit No. �"� I� ��4r2 Date of permit C'-2)- 7/ Installer P�-TE�'SnN t Cc�. � O No. Bedrooms Garbage � „ ( Building type ��S\��C or GPD j $� Laundry�Dishwasher �a Disposal�a `� � = � a O E �, SEPTIC TANKS: Material Capacity 1) 2) ° � 'o a Proper outlet and inlet Baffles Liquid depth to RO level � � � ,.. ! � 0 Height of tank bottom above water table Distance to nearest building j� � � m � DRAINFIELD: Total length of lines Number of lines Trench width Y .. C Total treatment area (sq.ft.) Height of drainfield above water table ;? •.� U � Type of filter material Soil type d � �• m � � r w Distance from nearest bldg. ��Tile size Perc rate min/in ° a na, •� 0 D « � � .. � Depth of fill over drainfield -� ( � Depth of rock over tile _ _ _ _under tile ,�, o- N " E c p a Cj � LOCATION INSPECTION RECORD PUMPOUT RECORD SKETCH � � � DATE COMPLIANCE DATE GALLONS ��t��' �� ,��I (\! b-a i- � NU 5:�.,,� �as. � o ,;. � �S� �'V�+' _Y�.�'C�iI'Qf�%/�+Ci � ` V 8-� /�D Sil2 FAC�i��7 /YG�/� Z � � �S�'l '�'�p _� � � � ,/� SLr U�� r„t_5 � � � � : � .�,�e5 , .� �'�` � ,�� ,,� � �� - �_ � � Include: 1� Well location 2) Distance from house to septic tanks,dist.box, and drainfield C— CONFORMING S—SUBSTANDARD N — NONCONFORMING 3) North arrow and road On the North Shore of Lakc il9isanetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 .l�l✓� �, ��r1 iS � — / � OWNER ADDRESS l PERMIT NO.'S. �� r �� DATES � ��'f CONTRACTORS - ✓s� ? ~ ` 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. 1This 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. D3 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 ( 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 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 �_Jc�Inspection risers missing—tanks could not be inspected. effluent to the surface. This condition may require replace- Inspection risers l4" 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 urface d'scha ge. COMMENTS: 1� COY�-� l� JC P_ � n� (� ��I,�j/`-� (d L� �� PP / �l° V J ✓ ✓1� c � � -.;�� ' . , ,�c �--- Date of Inspection eptic System (nspector 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 ,�'�� :;� �� '' o�,�, i'/' O�a '�1`I . � � C ITY of ORONO j i� ��; ��'�"� I, 1 r� � �T�,..%-� +'�''' � �� Municipal Offices �� ti, k. ��,�� "� G� Street Address: Mailin Address: 'Z �'`;��,�`r,��.�� g `qI�ESKp�',� 2750 Kelley Parkway P.O. Box 66 �--� Orono, MN 55356 Crystal Bay, MN 55323-0066 � August 8, 1994 D. and K. Dianis 579 Northeast Plantation Road #410 Stewart, FL 34996 RE: 3865 Bayside Rcad Dear Mr. and Mrs. Dianis: Your 16-month deadline for connection to City sewer has just expired. Our records indicate that no permit has been issued to this property for the required connection. A .new connection dea�iline of September 1�, 1994 has now been set. Failure to make connection by this date will likely result in legal action from the City Attorney. Questions or concerns should be addressed to Steve Weckman at the Ciry offices (473-7357). Sincerely, �,�—��i�L��l�':Gt------ Stephen Weckr:lan On-Site Systems Manager SW/lsv Telephone (612) 473-7357 • FAX 473-0510 . 38�� .��ysi� , . ,��-Q` Y' �\ � . 0\ =;::;��= ,� C ITY of ORONO � �!��r�� , ��o� ; `��r , ,�, Post Office Box 66 � � ,�`>r �� n — ,.� �.:'��;r.,�,�.�� ., ,u;:�.�: t._� c�y�say,��r�s�z3-oo� L9kESH�4 August 26 , 1992 Mr. David Dianis 17308 Hampton Court Minnetonka, Minnesota 55345 Dear Mr. Dianis : The City Council at their August 10, 1992 meeting adopted Resolution No. 3163 determining that your property at 3865 Bayside Road shall be assigned one sewer unit as part of the Stubbs Bay Sewer Project. Specific resolutions were adopted for each property which consists of two or more separate tax parcels . A copy of the resolution is attached. Please contact me at 473-7357 if you have any questions . Sincerely, �� Michael P. Gaffron Asst. Planning & Zoning Administrator MPG/ch Enc. TELEPHONE-473-7357 • FAX-473-0510 � O� O O �a� - C ITY of ORONO � � ti �� G~' RESOLUTION OF THE CITY COUNCIL t�kESHOg'� N0. 316 3 A RBSOLDTION DETERMINING THAT THE PROPERTY AT 3865 BAYSIDE ROAD SHALL BE ASSIGNED ONE SSWER IINIT AS PART OF THS STIIBBS BAY SEWE.R PROJECT WHEREAS, the City of Orono is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, the Stubbs Bay Sewer Project was initiated by the City to solve existing on-site sewage treatment problems in the Stubbs Bay area, within which the property at 3865 Bayside Road is located; and '- WHEREAS, the property at 3865 Bayside Road is located in the LR-lA zoning district and consists of two individual commonly-owned adjacent tax parcels identified by PINS numbers 05- 117-23 23 0008 and 05-117-23 23 0010, also known respectively as Lot 64, Auditor's Subdivision No.203, and that part of Lots 1, 2, and 3, Block 1, Hillside Park, lying east of the west 291 feet thereof; and WHEREAS, these two referenced tax parcels in total contain an area of approximately 1.8 acres, less than the 2.0 acres required in the LR-lA zoning district for a single building site; and WH$REAS, the existing residence is located on PIN number 05-117-23 23 0008. NOW, THEREFORE, BE IT RESOLVED by the City Counci 1 of of Orono, Minnesota that one sewer unit wil 1 be assessed and one sewer stub provided for this group of two parcels, said sewer unit assessment to be levied against parcel 05-117-23 23 0008. Page 1 of 2 � �� O O ��s= - CITY o� ORONO � � � ti �� G~' RESOLUTION OF THE CITY COUNCIL �kESH�g'� NO. 316 3 Adopted by the City Council of the City of Orono, Minnesota on this lOth day of August, 1992. AT ST: �� . Dorothy Hallin, City Clerk Barbara A. Peterson, Mayor STATE OF MINNESOTA ) �- ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me on this lOth day of August, 1992, by Barbara A. Peterson & Dorothy M. Hallin, Mayor & City Clerk of the City of Orono, a Minnesota municipal corporation and said instrument was executed on behalf of the City. ;� ,�T,Rw�,,��,,;� Notary Public HENNEPIN COUNTY Mr ca`�rssq"°a''aEs°.z�'as page 2 of 2