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Home My WebLink Aboutseptic info SEPTIC SYSTEM INVENTORY Addr: 190 Cygnet Pl . PID: 04-117-23 22 0021 Building Type : residence # BRs/GPD: 3 # Systems/units : 1/1 Permit No : 5337 Date of Permit : 9/29/78 Installer: Westonka Plbg. System Type : mound Appliances : lndry SYSTEM CONDITION Conformity: 1 Tank Condition: 9 DF condition: 11 Failure Pot : medium SEPTIC TANKS Material : precast concrete Capacity: 1000, 1000 , 1000 Setback to Bldg: 20 DR.AINFIELD Length of Lines : 110 No. Lines : 3 Trench Width: 10 Treatment Area : 70*35 Type of Filter: rock, clean sand Tile Size : 1 . 5 Under Tile : 9 Perc Rate mn/in: 45 Setback DF-Bldg: 50 DF Ht above WT: 3 Soil Type : clay loam Limitations : WT WELL DATA Setbacks - Well-Tanks : 60 Well-DF: 70 Report in File? : y Pump Type : subm. Depth: 115 Diameter: 4 Method: drilled INSPECTION RECORD PUMPOUT RECORD Date Compliance Date Gallons 10/3/78 installation c 5/1/86 1500 10/20/82 no surfacing 1 11/1/89 2000 6/29/84 no surfacing 1 6/14/96 3000 7/6/87 no surfacing 1 6/19/96 3000 7/25/90 no surfacing 1 8/14/91 no surfacing-need risers 1 �� c �k- �1� � N I I , �� - I �, � � � _ � _ � I- __ _ _ - � � � _ _ _ _ � � v � � � , ,� T !'� � `� 1 g 31 , ; o� ��' 3�E , ; � /�HI - �g` 3��i, � ' � j�► rF-- �J �V lJv ' T �n �7�� `�� 3 ' 'C� � �- �a 6 �� On the North Shore o f Lakc Minnetoyzka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER ��'�1A'�f '�"/�OL'+1tr t`�Oi�rm�r ADDRESS l�� n�� ' PERMIT NO.'S. �-�Z DATES ��1�?� 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,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, 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) Ta�k 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 Orai 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. ❑ 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 aioel.*+ *��•��+��h tar�k, 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 surface discharge. COMMENTS: � �� T�']�KS ��Jt�1��''- �'�7 PI'��IL� I I✓U l s �f y /-f ' . �- /� --- Date of Inspection eptic 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. WNITE COPY /Inspector's File GOLD COPY/Homeowner On the North Shore o f I_ake�Llinnetortka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � . � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER ��I'�La-� ��"�mQ� ADDRESS �iO� � !� G� KP�'�� PERMIT NO.'S. �33� DATES /'��`7� CONTRACTORS �•L',�„�,� 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, 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.Ptease 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 accumulatio� 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 Dra�in-7field inspection indicates: should be pumped out as soon as possible. �ta�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 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 . 0 Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: 7�� Date of Inspection eptic 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 a�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 t.he North Shore of Lake Mi�znetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 owNER ��, r��r� � � � ��e(- AooREss I`�t� C'_..,q r,�-f- �lac�.. k�,�c� PERMIT NO.'S. �� 3�7 DATES � y �� I� CONTRACTORS �`L`}{"��nkU PLBCa-� L�,,�k 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) I�il � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating �1 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 generaliy 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 supply, or is a source of poliution to surface or groundwaters,or is creating a safety hazard, or is otherwise creati�g a public nuisance.Please contact the City Inspector to discuss system repair/ replacement procedures. If drainfield replacement is necessary,soil testing wili 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 ( � Checked items may require your action) Tank inspection i�dicates: ❑ Inspection pipe is located directly over tank baffle.IDoes 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 Orainfield inspection indicates: shouid 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 couid not be inspected. effluent to the surface. This condition may require replace- Inspection risers (4" dia. pipe) must be instailed 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 ❑ Fair ❑ Lot size ❑ Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visibie surface discharge. COMMENTS: --7 C'�� " ' i /—(ri " � %t ' � , Date of Inspection Septic �ste�d Inspector f, 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 properiy,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 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 �L. 1 N I�}IJ r'Yl �� L F'� ADDRESS � I�� C `/C;/UC�/ FL..�C� PHONE PERMIT NO'S. '> 33 7 DATES 9 -ay��' 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: � � Meets or exceeds current city standards in all respects relating to design, construction, and location. Appears to be operating properly. ❑ � Does not meet current city standards in some respects relating to design, construction, or location. Appears to be operating properly. ❑ � Does not meet current city standards in many respects relating to design, construction, or location. Appears to be operating adequately. � � Does not meet current city standards of design, construction or location, is being overused, or is failing to properly treat and dispose of the current input and is therefore endangering a water supply, is a source of pollution to surface or groundwaters, is creating a safety hazard, or is otherwise creating a public nuisance. Please contact the inspector to discuss requirements for repairs to your system. Soil testing may be re- quired. In all cases a design and site plan must be submitted for review. Your contractor must obtain a permit before work is started. WORK REQUIRED: � Septic tanks must be pumped within 48 hours. � Drainfield must be repaired or replaced within 90 days. � Inspsction riser (4"diam. pipe) must be installed in each tank. � Tank inspection indicates maintenance pumpout is needed as soon as possible. City ordinance requires that tanks be pumped out every three years. 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 0 High water table �Low � Fair ❑Lot size ❑Medium ❑ Poor ❑Lake,wetland,or stream ❑High ❑ Inadequate �Drainage �System is causing visible surface discharge. COMMENTS: � � -�y � �y � f (�� Date of Inspection Sep c System Inspector This report must be kept on the premises with system location and pumping records. 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