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Home My WebLink Aboutseptic info CITY OF ORONO �O� Municipal Otfices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA�iS TREA'1'l�I�IT INSPECTION REPORT ti ti ��`�$ 04'�G Es8 � Owner• Address: � q�9-�g '� Permit �'s: Date :� ��Contractors: . City ordinance number 100 re�ires 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 ,(� 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, end which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutents into ground or surface Waters. 2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction starxiards 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 ground or surface waters. 3 "NON-C�IFORMING 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 standerds of the current City Codes and which is failing for any reason; and any system with less than 3 feet of imsaturated soil or sand between the distribution device and the limiting . m (The limiting soil characteristic �has or [ ] has not been identified t t is fi� I�t b�lim�ing s6il characteristic has not been identi i , this classification may be subject to revision.) TANK C�IDITION (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 Solids acumulation 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 Inspection risers missing-tanks could not be inspected. lnspection risers (4�� dia. pipe) must be installed tn each tank at next punpout. If tanks have not been punped out within the last three years, they should be punped out now. 10 Inspection pipe is located directl over tank baffle (does not give accurate measurertient of solids accumulation). ert e !f tanks have not been out within the lest three�[ears ey should out now. DRAINFIELD CONDITION C11-14): D�nfield inspection indicates: t Drainfield is dry, no surfacing evident. Sane evidence of surfacing, not critical yet. 13 Drainfietd 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 SITE FACTORS (sloae,setbecks,etc.): POTENTIAL FOR SYSTEM FAILURE (decends on soils.water table.etc.): / O ENTS: S Date of Inspection p c Sya ns ctor Note: In the event that this inspection report is used tp satisfy the rec�irements 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 f�mction properly� but is merely an opinion of the adequacy of the system under current conditions based on the available informat�on. This report must be kept on the premises with the system loc�tion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner CITY OF ORONO �O� M�micipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON–SITE SEWA(;E TREATl�NT v�,, � INSPECTION REPORT 't�t G~ '�k'�sKo�'� Owner:��/,}� G✓Ar�� Address:�77YJ� �1�KE'i/1�Iw.) /C�� Permit �'s: Dates: '—� l� Contractors: ��1�rn�' SrctS'. City ordinance number 100 re�ires that each on-site sewage treatment system in Orono be inspected on a reguler basis. The on-site sewage treatment system at the above addrecs has been inspected and appears to fall into the category checked below. (7his is D� an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): 1 "CODE SYSTEM"-A system which meets ell 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 ir�wt � without discharging any pollutants into ground or surface waters. "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 anypo llutants into ground or surface waters. 3 "NON-CONfORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floo�lain; any system which mey or may rrot meet all the locetion, design, and construction stendards of the current City Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand between the distribution device end the limiting soil characteristics. (The limiting soil charecteristic [ ) has or y'�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 PumQout not needed at this time. 6 Solids accumulation in tanks indicates they should be punped out this year to help prevent future problems. T Solids accunulation 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 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next punpout. If tanks have not been p�rnped out within the last three years, they should be punped OUL nOM. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accunulation). If tanks have not been punped out within the last three years, they should be punped out no a ORAINFIELD CONDITION (71-14): Dr field inspection indicetes: 7 Drainfield is dry, no surfacing evident. Sane evidence of surfacing, not critical yet. 13 Drainfield is saturated end visibly discharging �treated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING S1TE FACTORS Cslooe.setbacks.etc.): POTENTIAL fOR SYSTEM fAILURE (decends on soils,water table,etc.): /�/s��.�` ��Fc COMMENTS: Date of I spection Septi 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 o� cert�fy that an existing system will continue to function properly� but is merely an op�m on of the adequacy of the system under current conditions based on the available tnformetton. This report must be kept on the premises with the system locstion and punping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner CITY OF ORONO �O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(3E TREA'1'MENT � �, INSPECTION REPORT '�� G~ 9kEsH.o�'� Owner:�Yl �/l��/Gt� Addres s: 1 /� JlJKP✓1✓Y� l�P,YI:� Permit #'s: Dates: '7�19'Do Contractors: l/�driler �1rQS. City ordinance nurtiber 100 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> SYSTEM CONFORMITY C1-3): 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 waters. "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 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 which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (The limiting soil characteristic [ ] has or '1�. 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 C5-10): � T�qk inspection irxiicates: (y P�mipout not needed at this time. 6 Solids accunulation in tanks indicates they should be ptxnped out this year to help prevent future problems. 7 5olids accunulation 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 p�xnped out within 48 hours to etiminate surface dischar�e. 9 [nspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next pun�out. If tanks have not been pumped out within the last three years, they should be punped out now. 10 lnspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been punped out within the last three years, they should be pumped out now. DRAINFIELD COND[TION C11-14): D infield inspection indicates: Drainfield is dry, no surfacing evident. 2 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING S1TE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table,etc.): �� COMMENTS: Date of Inspection Septic 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 certtfy that an existing system will continue to function properlyi but is merely an op�nion of the adequacy of the system under current conditions based on the available information. This report must be kept on the prEmises with the system locetion 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 ��V� � �G��►� ADDRESS /�Z��CL�a(d.L/'�'✓Y�"-G PERMIT NO.'S. -,!�� DATES ��g CONTRACTORS �, m'� ��• City Ordinance No.210 requires that each on-site sewage tteatment system in Orono be inspected on a regular basis.The onsite sewage treatment system at the above address has bee�inspected and appears to fall into the category checked below. (This is �1 an existing system ❑ new construction) � � Meets or exceeds current City standards in all reapects relating to design,construction,and location.Appears m be operating properly. (� 2 Dces not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, ��y 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 probtems. 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 procc�dures. If drainfield replaceme�t 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: ❑ Inapection pipe is located directly over tank baffle.(Does not ❑ Pumpout not needed at this time. give accurate measureme�t 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. Ta�ks Drainfield inspection indicates: ahould be pumped out as soon as possible, � Drainfield is dry,no surfaci�g evident. ❑ System is discharging to surfac:e. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge, ❑ Urainfield is saturated and visibly discharging untreated �—� Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection risero (4"dia.pipe)must be installed in each tank ment or additions to dreinfield. 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 yea►s,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) O Adequate ❑ High water taWe �Low �-Fair ❑ Lot size ❑ Medium O Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: � ��[�7/0Y� V►S�✓S Y!')U,S� /?2� /✓15-�)I/PG ll� PCY .{ �"�i7�Iw1f i�h DI1-Pi �r ��/C� Date of Inspection Septic System Inspector Note: In the event that this inspection report is used to satisfy the requireme�ts for a mortgage or other transfer of property,be advised that this report dces not guarantee or certify that an existi�g system will continue to functio�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 North Shore of Lake Miyznetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER �v,��uvt� lZos� ADDRESS 1�� .�viP,t.� 7�2rrz��e�� /rm�1r�J�e-, PERMITNO.'S. (��' DATES ` �� CONTRACTORS �'�-�1(�l�2.P�'L� �l"z%� 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�n 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 probtems. No major upgrading of system is required at this time. � 4 System may or may not meet current City standards for design,construction or locatio�, 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"nspection 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: 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 could not be inspected. effluent to the surface. This condition may require replace- Inspection risers 14" 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 unk�own. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Futur 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: �j �1 --�p -- Date of Inspection Septic Sysa 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 exisiing 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 North Shore o f Lake Minnetoraka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 L�-l��V lc{-✓ it�R�} � OWNER �YE�-�/�✓ G`'�ffiL�[=/� ADDRESS ��l�`'� L� PERMIT NO.'S. ��6 DATES ! - /�� `S CONTRACTORS �� L!r:7 E� City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage ireatment system at the above dress has been inspected and appears to fall into the category checked below. (This is an existing systern ❑ new construction) � � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properly. r� 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 property 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 ( � Checked items may require your action) Tank i�spection indicates: ❑ Inspection pipe is located directly over tank baffle.lDoes 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 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 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) ��7 Adequate ----C� High water table ❑ Low ❑ Fair ❑ Lot size �'� Medium ❑ Poor —{� Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: � Qt.,,Ek �� l�1 ��o � ' -� �J� 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 wili 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 North Shore 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 L�'�/t=C+/N i.v/�LJ =-2 ADDRESS ��C�U L�4KC v/L c.�) T�iC� PHONE PERMITNO'S. CCf�(o DATES `1�/�7•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: ❑ � 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. � Inspection 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 �High water table ❑ Low � Fair ❑Lot size �Medium ❑ Poor �Lake,wetland,or stream ❑High ❑ Inadequate �Drainage �System is causing visible surface discharge. COMMENTS: � -.�� - s�Y �i. �✓'12�.�. Date of Inspection Sc�ic System Inspector This report must be kept on the premises with system location and pumping records. WHITE COPY/ Inspector's File GOLD COPY/Homeowner � .SEPTIC .SYSTEM INVENTORY Address: 1960 Lakeview Terrace PID: 27-1 18-23 42 0006 Building Type: residence #BRs/GPD 3 Systems/unit 1/1 Permit#: 1966 Date of Permit: 9/19/68 Installer: Widmer Bros. System Type: standard trench Appliances: lndry,dshw,dspl : SYSTEM CONDITION Conformity: 3 Tank Condition: 10 DF condition: 11 Failure Pot: medium SEPTIC TANKS Material: precast concrete Capacity: 1000, 1000 Setback to Bldg: 15 �\ ^ DRAINFIELD � 1� � Length of Lines 200 #Lmes: 2 Trench Width: 2 Treatment Area: 400 Type of Filter: n l Tile Size: Under Tile Perc Rate: 1 �� Setback DF-Bldg: DF Ht above Wt: 0 Soil Type: Limitations: WELL DATA Setbacks - Well-Tanks: 50 Well-DF: 75 Report in File: n Pump Type: subm. Depth: 141 Diameter: 4 Method: drilled INSPECTIONRECORD PUMPOUT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 9/1/78 compliance s 11/1/87 2000 6/26/84 no surfacing 2 12/1/88 2U00 7/25/86 no surfacing 2 1/1/92 1800 6/22/88 no surfacing 2 7/22/97 2500 10/8/90 no surfacing-need riser,l st tank 2 10/1/92 no surfacing 2 9/16/94 no surfacing 2 10/18/95 non-conforming-repair by 12/31/97 3 � ��J � _ � � J� � �►� or� � � o�� _ � � Sy�� , 1�� L.a�c��c�.� T��c� ��r��r. �� I � I i �,�I , , � � �D a7 D 7, � � �� 3�'� a, � �'0 ��f D � � � �� ,� � � _ � � � . �s�" � � � � � ; , : ,,: � , � ,