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Home My WebLink Aboutseptic info '' SEPTIC .SYSTEM INVENTORY Address: 1830 Shoreline Dr. PID: 10-1 17-23 42 0002 Building Type: residence #BRs/GPD 3 Systems/unit 1/1 Permit#: none Date of Permit: Installer: unknown System Type: Appliances: SYSTEM CONDITION Conformity: 3 Tank Condition: 5 DF condition: 11 Failure Pot: medium SEPTIC TANKS Material: Capacity: Setback to Bldg: 50 DRAINFIELD Length of Lines #Lines: Trench Width: Treatment Area: Type of Filter: Tile Size: Under Tile Perc Rate: Setback DF-Bldg: DF Ht above Wt: 0 Soil Type: loam,clay loam Limitations: water table WELL DATA Setbacks - Well-Tanks: 75 Well-DF: 75 Report in File: Pump Type: Depth: Diameter: Method: INSPECTION RECORD PUMPO UT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 6/22/81 no surfacing 2� 7/3/91 1000 8/3/87 no surfacing 2 9/4/91 1000 9/10/90 no surfacing-pump tanks 2 6/3/96 1000 5/4/94 non-conforming 3 10/21/97 non-compliant-repair by 12/31/2001 3 Vr� � �� r ( �y �� I� , �( t^ �� . .. � a ��I��,�. �� 1g� �- � T.�� 1'b �I 'y � � J` _ ,�il � 0 � _ � � I � , � / � 1. 1 � � � � � , � � � ; � � � ! I � J I I � o� o ,:, o � CITY of ORONO ��:�� .� ��., � � � ., ,,, � �� `�' ,�ti Municipal Offices ` ` v 9rv .t u�� ' ��yG Street Address: Mailin�Addross: `9x'EggOg' 2150 Keltey Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323•0066 Owner: �_ � � Address: 1830 Shoreline Dr. Permit #'s: none Dates: Contractors: unkaoova (This is x] 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 Compliant 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. � Non-Compliant 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 [x ] has or [ ] has not baea ideatified et this time. If the saturatad soil level has not been identified, this classification is subject to revision.) TANK CONDITION .(5-9) : 5 5 Pumpout not needed at this time. Solids accumulation in tanks indicates they should be pumped out this year. 7 5ystem 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. 9 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 saptic tank Maiatenance Pu�out the tanks [ ] were or �] wnra not coafirmed to ba watartiQht by tha licensed pu�inQ contractor. If tha tanks ware not coafirmad to be watertight, this classificatioa is subject to revision.) INFIELD CONDITION (11-14) : 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 CONIl�IENTS: 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 0 feet and the system is non-compliant. Repair or replacement of the septic system is required by 12/31/2001. �o�a�-� Date of Inspection S ic System Inspector 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. Telep6one (612) 473-7357 • FAX 473-0510 � CITY OF ORONO �O� M�micipal Offices O O Post Office Box 66 Crystal Bey, MN 55323-0066 � a ON—SITE SEWA(�� TREAT�ENt' � h INSPECTION REPORT ti ��9kEsHo4�G Owner• ,7`7Y1,�/'1 .��CLy'� Addres s:�1�c�Q . �/Y�',�/1� �fl/�i Permit #'s:�R'��Dates: "' Contractors: L/��. City ordinance nunber 100 requires that each on-site sewage treatment _system in Orono be inspected on a regular besis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is [�7--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 discherging 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 gro�md or surface waters. �m 3 "NON-C�IFORMING STSTEM"-A prohibited system; a system located within a designated 700-year floodplain; any system which mey or may not meet all the location, design, and construction standards of the current City Codes and which is fait�ng for any reason; and an s ' il between the distribution device and the limiting so� c aracteristics. ��1 _ �jJ� /' � (The limitin� soil characteristic has or [ ] has rwt been identified t �s ti'me= t limiting soil characteristic has not been identified, this classification mey be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: 5 Pumpout not needed at this time. 6 Solids accunulation in tanks indicates they should be punped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical level. Tanks should be punped out as soon as possible. 8 System is discharging to the surface. Tanks must be punped out within 48 hours to eliminate surface dischar$e. 9 lnspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next punpout. [f tanks have not been pu�ed out within the last three years, they should be punped out now. 10 Inspection pipe is located directly over tank beffle (does not give accurate measurement of solids accunulation>. If tanks have not been p�mped out within the last three years, they should be punped out now. DRAINFIELD CO�IDITION (11-14): Drainfield inspection indicates: 11 Drainfield is dry, no surfacing evident. 12 Sane evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repeirs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING S1TE FACTORS (slooe,setbecks.etc.): ��' POTENTIAL FOR SYSTEM FAlLURE (deoends on soils.water table,etc.): �L�;6l.cr!!-r't� COMMENT . � , � 9t- � � 'L �� Date o Inspection ep c System Inspector �� ,�..° a'��1�' p►''vld� 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 en existing system witl continue to function properlyi but is merely an opim on of the adequacy of the system �der current conditions besed on the availeble.�2� information. This report must be kept on the premises with the system locstion and punping records. WHITE COPY/Inspectors File YELLOW COPY/Homeownsr On the Nortb Sbore o f Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � . � � 1335 S. Brown Rd. Crystal Bay,MN 55323 � 473-7357 OWNER �((A�I ��V�n AODRESS �� ` � /e/nL��j'� PERMIT NO.'S. � DATES - CONTRACTORS - City Ordinanoe No.210 requires that each on-site aewage t�tment system in Orono be inspected on a regular basis,The onsite sewage trestment system at the above address h�been inspected snd appears to fall i�to the category checked below. (This ia � an existing system O new construction) � � Meets or exceedc current City standerds in all respecta relating to deaign,construction,and locstion.Appean 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, snd constructed generally in�cordan�with previous codes.System appears to be functioning properly;no major upgreding of the system is required at this time. � 3 Does not meet curre�t City standerds in many respects relating to design,co�struction,or location.Appears to be operating adequately at this time,but has a relatively high potential for future problems. No major upg�ading of system is required at this time. � 4 System may or may not meet curre�t City standards for design,constructio� or location,but is failing to properly treat and dispose of the current input,and is enda�gering a water supply,or is a sour�of pollution to surface or groundwaters,or is creating a safety hazard,or is othervvise creating a public nuisance,Please contact the City Inspector to diacuss system repair/ replacement procedures. If drainfield repl�ement is necessary,soil testing will usually be required,and a design and site plan must be cubmitted for review.Your contractor must obtain a permit before work is sterted. SYSTEM CONDITION (m Checked items may require your action) Tank inspection indicates: � Inapection pipe is located directly over tank baffle.(Does not ❑ Pumpout not needed at this time. give accurate m�aurement of solida accumulation.) If�t�nks ❑ Solids accumulation in tanks indicstes they ahould be pump� have not been pumped out within the last three yean,they ed out thia yeer to halp prevent future problems. ou pumpa ou ❑ Soli� accumulation in tanks is at a critical level. Tanks Droi ie �nspection indicates: should be pumped out as aoon aa poaaible. �Drainfield is dry,no surfacing evident. ❑ System is diecharging to eurface. Ta�ks must be pumped O Some avldence of aurfacing,not critical yet. within 48 houra to eliminate aurfaa discharge. O Oreinfield ia saturated and visibly discharging untreated ❑ Inspection riaers miasing—tanks could not be inapected. effluent to the aurface, This condition may require replace- Inspection ri�ra (4"dia. pipe)must be installed in each tenk ment or edditiona to drainfield. Contact the City Inspector at next pumpout. If tsnkt have not been pumped out within immediately.Repairs must be completed within 90 days. the laet three yeara,they ahould 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 O Soil tabte and system co�dition) Adequate ❑ High water table �Low Fair ❑ Lot size ❑ Medium ❑Poor ❑ Lake,wetland,or stream � High . O Inadequate ❑ Drainage ❑System is causing visible urface disch rge. COMMENTS: � /� � � r/D Date of Inspection Septic System Inspector Note: In the event that this inspection report is used to saiisfy 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/Homeow�er '' SEPTIC .SYSTEM INVENTORY Address: 1830 Shoreline Dr. PID: 10-1 17-23 42 0002 Building Type: residence #BRs/GPD 3 Systems/unit 1/1 Permit#: none Date of Permit: Installer: unknown System Type: Appliances: SYSTEM CONDITION Conformity: 3 Tank Condition: 5 DF condition: 11 Failure Pot: medium SEPTIC TANKS Material: Capacity: Setback to Bldg: 50 DRAINFIELD Length of Lines #Lines: Trench Width: Treatment Area: Type of Filter: Tile Size: Under Tile Perc Rate: Setback DF-Bldg: DF Ht above Wt: 0 Soil Type: loam,clay loam Limitations: water table WELL DATA Setbacks - Well-Tanks: 75 Well-DF: 75 Report in File: Pump Type: Depth: Diameter: Method: INSPECTION RECORD PUMPO UT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 6/22/81 no surfacing 2� 7/3/91 1000 8/3/87 no surfacing 2 9/4/91 1000 9/10/90 no surfacing-pump tanks 2 6/3/96 1000 5/4/94 non-conforming 3 10/21/97 non-compliant-repair by 12/31/2001 3 Vr� � �� r ( �y �� I� , �( t^ �� On the North Shore o f Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST DFFICE BOX 66 � . � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER �.l�aXa �P�fP'Sotl ADDRESS ��C'� 5�c�2-�:ne- . �aV�2--. 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 fbr new construction (1978 Code) but i� 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 faiting 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 pla� 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.(Dces not j�Pumpout not needed at this time.� $e2 b�Ol.v give accurate measurement of solids accumulation.) If tanks ❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they ed out this year to help prevent future problems. should be pumped out now. ❑ Solids accumulation in tanks is at a critical level, Tanks Drainfield inspection indicates: should be pumped out as soon as possible. ❑ Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection risers (4"dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. � Drainfield extent and condition unknoYvn. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soil table,and system condition) L$Adequate ❑ High water table ❑ Low � Fair ❑ Lot size �Medium ❑Poor ❑ Lake,wetland,or stream ❑ HigM ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: f I'QLL-Se— �2- �Lc-irr+ ��pc�_��rd S �_—��/�/'1n �' � �a ��nQ�'� -�-;rn� �t�a k�.�t►-� ____��c.acr�er.�� `� � � Date of Inspection Septic Syat p tor 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 systern 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 � I c..n ks �t'io de� �a be. �n5p�c}�ec� b� t� �ns�rwme,•�'� i� -Fh� -�,,�ks haJe-nof' been Pu,,�.,.(�er� 'i n 1-h� 3 years Plense da so ��s )/.ear-; On the North Shore o f Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST DFFICE BOX 66 � . � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER �.l�aXa �P�fP'Sotl ADDRESS ��C'� 5�c�2-�:ne- . �aV�2--. 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 fbr new construction (1978 Code) but i� 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 faiting 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 pla� 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.(Dces not j�Pumpout not needed at this time.� $e2 b�Ol.v give accurate measurement of solids accumulation.) If tanks ❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they ed out this year to help prevent future problems. should be pumped out now. ❑ Solids accumulation in tanks is at a critical level, Tanks Drainfield inspection indicates: should be pumped out as soon as possible. ❑ Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection risers (4"dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. � Drainfield extent and condition unknoYvn. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soil table,and system condition) L$Adequate ❑ High water table ❑ Low � Fair ❑ Lot size �Medium ❑Poor ❑ Lake,wetland,or stream ❑ HigM ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: f I'QLL-Se— �2- �Lc-irr+ ��pc�_��rd S �_—��/�/'1n �' � �a ��nQ�'� -�-;rn� �t�a k�.�t►-� ____��c.acr�er.�� `� � � Date of Inspection Septic Syat p tor 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 systern 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 � I c..n ks �t'io de� �a be. �n5p�c}�ec� b� t� �ns�rwme,•�'� i� -Fh� -�,,�ks haJe-nof' been Pu,,�.,.(�er� 'i n 1-h� 3 years Plense da so ��s )/.ear-;