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Home My WebLink AboutSeptic info ( under old address of 2665 Fox St.) CITY OF ORONO � O� Municipal Offices O � O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT „� � INSPECTION REPORT ti ��kESH��G Owner: t, l� � � `, Address: �� Permit �'s• �� Dates: `:� Contractors: � �t" W- City ordinance number 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 (1-3): '� "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and uhich 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 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 uithout 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 sotl characteristics. (7he limiting soil characteristic [ ] has or .�h 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): L�j Tpnk inspection indicates: (� Pumpout not needed at this time. b Solids accumutation in tanks indicates they should be p�xnped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical level. Tanks should be pu�nped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out uithin 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed tn each tank at next purtipout. If tanks have not been p�xnped out within the last three years, they should be pu�nped out now. 10 ]nspection 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 CONDITION (11-14): Dr nfield inspection indicates: � Drainfie[d is dry, no surfacing evident. TZ Some evidence of surfacing, not criticat yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector imnediately. Repairs must be completed uithin 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): ,� � � POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): COMMENTS: � ' � Date o In pection e c System Znspector 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 tnformation. This report must be kept on the prE�nises with the system loc�tion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore o f Lake Mi�znetorzka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 --�5 U _ C��_« � OWNER �D�nn�-� �vml)� ADDRESS ��(,� �� / � PERMIT NO.'S. -�7� DATES I� 3 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, 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 e�dangering a water supply, or is a source of po�lution 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 testi�g witl 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 Drain ield inspection indicates: should be pumped out as soon as possible. �rainfield 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 �-Inspectign risers mis�ina—ta�ks could o* hra ,j.nSPB_ c�ed� 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 pumoauLJ ta�'�n�ave not�een pum"�pe�uf'wi in 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 ❑ �ake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: ��l � 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 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 o f Lakc Mizzraetorzka ON-SITE SEWAGE TREATMENT INSPECTtON REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER `�''�i/V1'Lti.S ^(•l�^'l I��h ADDRESS �� '�"DY S��/e� PERMIT NO.'S. DATES CONTRACTORS City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be i�spected on a regular basis.The on-site sewage treatment system at the above address has bee�inspected and appears to fall into the category checked below. (This is ❑ an existing systern ❑ new construction) �� Meets or exce�.,eds current ity standa�ds in all respects relatf'ng to desigq constru�t+'o�(� and location.Appears to be operating proPeriy. _I..NS p�i�6�^ (p 1 rJ Pis O✓L '�,�.�ICS ✓1-O 1' �f 1�(9`P/ � V � � 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 properiy; 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 ( � 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 Drainfi Id 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. �ithin 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated nspection risers missing—tanks could not be inspected, effiuent 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 xpansion ❑ Soil tabl�e,�d system condition) Adequate ❑ High water table ,�7 Low ❑ Fair ❑ Lot size ❑ Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: � S ate of Inspection Septic Sy tem 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 � AT TIME CITY OF QRONO CALLED IN � INSPECTION NOTICE SCHEDULED 1 7 7_ PERMIT NO. COMPLETED « �=�D� ADDRESS��C�� '��' ,� ��'F�` OWNER /��(Al CONTR. TELEPHONE N0. j; ❑ FOOTING ❑ MECHANICALRI ❑SITEWELL ~ ❑ FRAMING C MECHANICAL FINAL ❑WELLTEST PUMP W � ❑ WSULATION ❑ FIREPLACE/WOOD BURNER ❑ EXCAVIGRADING/FILLING � Q ❑WALL BD. ❑WATER HOOK-UP ❑ LAKESHORFJWETLANDS Z ❑ FINAL ❑ METER SETITURN ON ❑TREE REMOVAL Q ❑ DEMO—SITE CJ SEWER HOOK-UP ❑ SITE INSPECTION _ � ❑ DEMO—FINAL ❑ SEPTIC MAINT. ❑ PROGRESS J �Q ❑ PLUMBWG RI ❑ SEPTIC INSTALL. ❑COMPLAINT T ❑ PLUMBING FINAL(� ❑ TIC FINAL ❑ FOLLOW-UP z COMMENTS: V � - � �� / r S � � � . � � � 3c. 0 � � 0 � w � Q � z W � W � � d W ❑WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN � ❑CORRECT WORK&PROCEED ❑ CITATION ISSUED W � C CORRECT WORK,CALL FOR REINSPECTION ❑ PROJECT COMPLETE � BEFORE COVERING ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. TEMPORARY INSPECTOR WILL RETURN PERMANENT ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473�73�J7 OwnerlContractor on sit : Inspector. White Copyllnspector's F le Canary CopylSite Notice , o�(o�s �ox �-�r�� , �e = ��l�l�S w;�-�, ��. 5 �� . � � �� ____---- .__ __ .__.__;,; _ _ _ _ ._ _ __ ; ; ` f ' Th� _ ._ �;� cr� C'�rOvw O v�� 5� e 5 P.�.J�.0 � � _ � , . ____ ____ : '�, �-{�.�-��„�- o�� _ � s� �a. 3o Su�. �. 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W�?___ '�ne�e�r�- __�'. fe,�u.c��____'t-�a -r� `� �c _._.__ __.._____--.-:lO_e ___Q�t��__ u.�"_ ��z __��e - .a,��--a�__ I�ea.��_ �e.� _--_ _ - _ . ��; 1 0' -��+e.r'e a. � � � /� � �; �T►'1rQL° ___ ls . _ � i��c�-rbt-F__ ` _. - ft�____�e. ��; �'P-a _._..__�___._ _-------;;�_. _ . . _-._ . _ ___ ,. _ � __.__�.�___z_._� �.; _�'�w�e ___�___ u�. �__ __._-i�ts _�c�__�'�se�-s _sko�t��.__ �dQ---��s�a �__�- _------ �., � � 1 , � r �� _ � rN�o�� vr Go�.G+ c �ce.-, o � s � _ _ _ _ ; :; On tbe North Shore of Lake Minrretoy�ka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER '��'IVI.i S K i�vri I I ►'L ADDRESS ZIo�oS �tJX Sfl'e�-f� Wu� ZC��Cc� PERMIT NO.'S. �7`�� DATES �C"-�� 7� CONTRACTORS ��ly�%y� j3��%% 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 `KI 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 upgrsding of system is required at this time. � 4 System may or may not meet current City standards tor 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 potlution 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 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 D ain 'eld inspection indicates: should be pumped out as soon as possibie. �Orainfield 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 ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. connnnErvrs: (J/.�ti� ��Q�12G��t��n. �;�i�1 (�',�-��v L�Gt�� i�l r �ti� � /n �97� r�,stl c.� r�E�..viac,z�� rx-ti� �r ��;ir.�(�,�� 7�r_�y�yre��U ��1��: �%2�'�u �-�� l e��1,4 .- 7"�'�` "�� i�� - ,�' � Date of Inspection _ ptic System I 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 system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the availabie 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 C�L�AIIS K�l�l'1�`�1 ADDRESS ��o�� F�x ST(' — PHONE PERMIT NO'S. �7JS DATES _- �'�% " 3"7 � 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. 1'4� IU�LT Qz:yYIP'vl1E� � Tank inspection indicates maintenance pumpout is needed as soon as possible. Citv ordinance reauires 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:�►UKS �kFOU��G1 13�s Ptri�►'►P�1[� ( F Ttt6t/ ttfk�lf]J"C �,—N ►Ill `Tf� Li45"T 3 y� '�S=11S�,�"n ��_�.�.5�5 Ci+c��,�{�� F�oDE..[� T-a W�r�N��5, O�;c in► ��ct� 'Twn��c �t-�7�- �Lj � � � ��. Date of Inspection tic System Inspector This report must be kept on the premises with system location and pumping records. WHITE COPY/ Inspector's File GOLD COPY/Homeowner nr� the North Shore of Lake Mi��zsetorzka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER D�/J�.1f� KuM��N ADDRESS .� lv�� °,t S'T/�r 1 PERMIT NO.'S. � � � 5 DATES �� - -3 � Z ` CONTRACTORS WIAM �i2� 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 a dress 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 potentiat 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 pollution to surface or groundwaters,or�s 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 reyuired,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 Dra�inf�i �spection indicates: should be pumped out as soon as possible. L�J'Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. �,�"thin 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated L�f 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 pansion ❑ Soil table,a system condition) Adequate ❑ High water table Low ❑ Fair ❑ Lot size ❑ Medium O Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: Le t� r 1 Date of Inspection Septic Syst m Ins ctor 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