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Home My WebLink Aboutseptic info � ��\ � �� :� � � � j � � ��,`, _ �� '��i'' o� O1i01�� ,1 .y � ��, +� �� ; ,� � _ �� Municipal Offices ,� � r ,�_ � I; ti;' �� 'C� ' i��`'�''� ' � ;'t ` G,%' Street Address: Mailing Address: ��9 � ' 4L�'�� 2750 Kelley Parkway P.O. Box 66 �.:�; kESH� �- C sta� Ba MN 55323-0066 �� Orono, MN 55356 ry y� To: The Cun ent Owner of Address ��`� �� '� `'� �" '�� City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a periodic basis. The onsite sewa�e treatment system at the above address has been inspected and the following is known about the system. A sketch of the known components of the system is available for most properties at the Orono City Hall. Imminez�t Public Health Threat Yes _�_ No If yes,please contact the Onsite Systems Manager at 952-249-4626 within 10 days of receipt of this notice. The septic system must be brou�ht into compliance within 90 days. Failure to do so will result in refenal to the City Attorney for leaal action. System Identifi as Non-Compliant Yes 1�:� If yes, system must be brou�ht into compliance by: December 31, 2007 December 31, 2010 � Other Septic Tank(s) Pump out l�Teeded Yes No —� The Ciry recommends the septic tank(s) and,�or lift tank be serviced and pumped out every three years. City records indicate the tank(s) were last pumped out on """j.- ��-�5 `� . The tanl:(s) should be cleaned through the manhole and not throuQh tl�e inspection pipes, tlus allows for proper cleanin�. Comments: � " �``��' ��A�� Date of Inspection � ��'° Inspectc��"�' ��°'� Telephone (9�2) 249-4600 • Faa (9�2j 249-4616 ----�.. ... .......... .T,� .,� �� • , � O,•�_;` O =s�.`�.:� CITY of �RONO � �--� .�� T. s� � � '' �` - ;��,��}.,;�� ti�' �i,��;� o�� ':��`};ii-`�g�G ' StrEet Address: � �.'$8 2150 Kelley Parkway Mailing Addrass: � P.O. Bax 66 Orono, MN 55356 Crystal Bay, MN 55323•0066 95a-�4q-y5oo To Current Owner: Address: 3�� H;�11. L�,�� Ciry Ordinance 199 requires that each existin�on-site sewage treatment system in Orono be inspected every rivo years. The on-site sewa�e treatment system at the above address has been inspected and appears to falI into the categories checked below. SYSTEM CONFORMITY (1-31: � 1 '�CODE SYSTEM"An ISTS which mects all the location,design and construction standards of the cwrent Orono Municipal Code. 2 "CO�fPLIANT SYSTEM" An ISTS which does not meet all the location,dcsion and eonstruction standards of the eurtent Orono blunicipal Code but docs mect the thrce foot separation requirement or cwo foot rcquirement for systems installed 1996 or eartier,and which is not failin�or �-�, an immincnt threat to public health or safety. ( 3 1"IvON-CONfPLIANT SYSTENi" A prohibited ISTS;an ISTS located within a daignated 100-year flood plain,any ISTS which may �J or may not meet all the location,dcsion,or conswction standards of tjie current Orono I�iunicipal Cadc and which is failing for any rcason;and any ISTS with less than thrce feet of unsaturated soil or sand becwecn thc disrribution device and the limidno soil charactuistics. TANK CONDIT'ION(�-.7): CJ T inspection indicates: ��Pumpout not needed at this time. 6 Septic tanks must be pumped out this year (city code requues tanks to be pumped out once every 3 years. Tankwaslastpumped �-�-�y ). N1ake sure septic tanl:s are aumped throuah manhole and not throuah tii•hite inspection nipes This allo��•s for the proper cleanin�. 7 Insp�ction risers missin�tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. DRAINFIELD CONDITION -1Q : � 8 Drainfield is dry,no surfacin�evident. 9 Some evidence oFsurfacing,not critical yet. � 10 Drainfield is saturated and visibly dischar�ing untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. , CO��I�NTS: Q��;-��:c1� ,S f�c�n- �c-..�1:nr�� c-��C) f��=r b` �ep�c;c�� 11-�FZbiG` SS - \`-1—C�. �ccz� ��_ Date of Inspcction hfatt Bolterman - Septic System Inspcctor Note: In the event that this inspcction rcport is used to satisfy the rcquiremcnts for a mortga�e ar other transfer ofproperry,be advised that this rcport docs not guarantcc orcertify that an exis:ing rystem wili continue to funcdon properly,but is mercly an opinion ofthe adequary ofthe system unde�currcntconditionsbased on the availabic informatian. o�j,.�,, � �„ 0 0��, ti t�.:, _ ,� �� CITY of ORONO �� lC� MunicipalOftices '�, G � �� ,;�" Street Address: Mailing Address: � ��9$Eg�g'/ 2750 Kelley Parkway P.O. Box 66 ---� Orono, MN 55356 Crystal Bay, MN 55323-0066 June 13, 2000 � Richard G. Markland 3415 Hi�h Lane Lon� Lake, Mn 55356 Dear Mr. Markland: An inspection of your septic system�vas conducted on June 6, 2000. A summary of the inspection is below. Septic Tank Condition l. Pumpout not needed at this time. The septic system 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 �vas conducted to determine the depth of the seasonally watertable. The septic system must be replaced no later than December 31,2010. 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 approYimate location of the septic system. If you have any questions regarding this report, please contact me at the City Offices at 249-4600. Respec ly, �� ,�t Chris 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 advised that this report does no guarantee or certify the existing system will continue to function praperly,but is merely an opinion of the adequacy of the system under current conditions based on the a��ailable information. This report must be kept oa the premises�vith the system location and pumping records. Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us � o� 10 � o � �� CITY of ORONO 1� �'��r�� '" r�',, �,� �r,,��`,!�`� ,�ti Municipal Offices � �� I��G,� � ��''�'�'�'�-'�� Street Address: Mailing Address: 9 �'�I'y�i I 1`' `�v �ESIIO 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: �j,L�j2�d Gl►�fi�l1Nd Address: 3415 High Ln. Permit #'s: none Dates: Contractors: unknown (This is [�] an existing system [ ] new construction) . SYSTEM COMPLIANCE (1-3) : 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 Comy�liant 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-Com�],iant 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 saturated soil level [�] has or [ ] has not been identified at this time. If the saturated soil level has not een identified, this classification is subject to revision.) TANK CONDITION (5-9) : 9 5 Pumpout not needed at this time. 6 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. 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. (During the last septic tank Maintenance Pumpout the tanks [ ] were or [�] were not confirmed to be watertight by the licensed pumping contractor. If the tanks were not confirmed to be watertight, this classification is subject to revision.) D N - 4 : 11 1 Drainfield is dry, no surfacing evident. 2 Some evidence of surfacing, not critical yet. Repair is not required at this time. 13 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.) : medium COMMENTS: In order to confirm that your septic system meets Minnesota standards, soil borings were performed to verify a 3 foot separation between the drainfield and the seasonal water table. The separation is .8 feet and the system is non-compliant. Repair or replacement of the septic system is required by 12/31/2007. �--�9'�7 � Date of Inspection Sep 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 CITY OF ORONO � O� Municipal Offices O � O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT � � INSPECTION REPORT ti ��9kESH0��G Owner: ��U'2'',l1�� //�CI1'�iC_K�1/iL�l Address: ��1�� f/I q/\ �I`), Permit #'s: }'�/7� Dates: " Contractors: U/'1K/'l�io�iY� 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 [ ] 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 all the location, design, and construction standards of the current City Codes, but uas 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 uhich is failing for any reason; and any system uith less than 3 feet of unsaturated soil or sand betueen 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. b Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. 7 �olids 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 lnspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). lf tanks have not been pixnped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): L D�nfield inspection indicates: Drainfie[d 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 imnediately. 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: , S � Q � � Date of Inspection e ic Sys em 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 wtll continue to function properly� but is merely an opinion of the adequacy of the system under current conditions based on the available information. 7his report must be kept on the pre�nises uith the system tocatien and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore of Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTiON REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER /�'C�►�1 /�✓�if7 ADDRESS v , . 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 o�site sewage treatment system at the above address has been inspecied 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 co�struction (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 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) Tan_�k J'nspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Dces not �l�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 Drai field 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. ❑ Orainfield 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 Idepends on soil types,water Future Expansion ❑ Soil table,and system condition) ❑ Adequate ❑ High water table ❑ Low �air ❑ Lot size Medium Poor ❑ Lake,wetla�d,or stream High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: �i'`�� Date of Inspection eptic Syste 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 On the Norti� Sh.ore o f Lake Mi�anetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER ��J�r� �Q�� '��"'�-� ADDRESS �y�� 1 ► �ct� �.GnP_ , 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 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) � � 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,constr�ction, or location.Appears to be operating adequately at this time, but has a relatively high potential for future probiems. 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 usualiy 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 evidentLi;i �JC+�S�i rr:zL� �cf'?-a.-) ❑ 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 conditio�) ❑ Adequate ❑ High water table ❑ Low � Fair � Lot size � Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate O Drainage ❑ System is causing visible surface discharge. COMMENTS: 1 t�l rl�� SI�CS u.I(� �-c� t�A_.�1'1 ' G( C`� s.� ��iL��1('"� /�Gi�� -}�r� �� m`;:�-F�e_�� -�a�, �t,�r� c�.r� � � C a—S� r�`_�t�"-� `�-�- �-� `'" - � Date of Inspection Septic st I spector ;/ 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 On tl.�e North Shore of Lake Mirinetoyzkn ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER ��(.�-119f�1� i/1'1�tRKL14N� ADDRESS 5 t'I �S I'� i�K C.►�FY�� _..._. — � 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 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) � � Meets or exceeds current City standards in all respects relating to design,construction,a�d 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 upgrsding 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 suppiy, 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 usuaily 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 criticai 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 visibiy 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 instalied 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: Nu ��2��C,� �� 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 visibie surface discharge. COMMENTS: "7- I�-1 - �� Date of Inspection Se '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 information. This report must be kept on the premises with system location and pumping records. WHITE COPY/ Inspector's File GOLD COPY/Homeowner