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Home My WebLink AboutSeptic info CITY OF ORONO �O� Municipat Offices O O Post Office eox 66 Crystal Bay, MN 55323-0066 a � ON—SITE 3EWA(;E TREA'1'l�Nl' INSPECTION REPORT ti �� G 9kEsH.o�' Owner:�Y�'1r� ��GYl7� Address: �7/� <<Y?�ifN�l/1[�_ ✓ )�, Permit #'s: Dates: T�� Contractore: S�//il.�l'� / City ordinar�e number 100 requires that each on-site sewage treatment system in Orono be inspected on a reguler basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked betow. (This is � an existing system [ ] new construction) SYSTEM CONFORMITT C1-3): O "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. 2 "C�IFORMING 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 instatlation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into gro�d or surface waters. 3 "NON-CONFORMING S�STEM"-A prohibited system; a system tocated 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 �saturated soil or sand between the distribution device and the limiting soil characteristics. � (The limitin� soil characteristic �has or [ ] has not been identified at this time. if the limiting soil characteristic has �ot been identi i , this classification may be subject to revision.> TANK CONDITION C5-10): Tenk inspection indicates: 5 Punpout not needed at this time. 6 Solids accumulation in tanks indicates they should be punped out this year to help prevent future problems. 7 Solids accunulation in tanks is at a critical tevel. Tanks should be pumped out as soon as possible. System is discharging to the surface. 7anks must be pumped out within 48 hours to eliminate surface dischar�e. � � Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed �n each � _ _L tank at next pun�out. If tanks have not been punped out within the last three years, they should be �d [.q�S) out now. � 10 lns n pipe is located directly over tank baffle (does not give accurate measurement of sotids acc�mulation). � If tanks have not been punped out within the last three years, they should be pu�ed out now. dr DRAINFIELD CONDITION C11-14): t�� Dr}�field inspection indicates: (1Y Drainfield is dry, no surfacing evident. 'T2 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 SITE FACTORS (sloae.setbacks.etc.): POTENTIAL POR SYSTEM PAILURE (decends on soils,water table.etc.): ��.� COMMENTS: � � , � 3 ' ,�p� Date of Inspection Se ic System Inspector �� fi � • Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer property, be advised that this report does not guarantee or certify that an existing system will continue to function properlyi but is merely an opinion of the adequacy of the system under current conditions based on the available �nforniat�on. This report must be kept on the premises with the system locetion and punping records. WHITE COPYllnspectors File YELLOW COPY/Homeownar On the North Sbore of Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT POST OFFICE BOX 66 � . � � 1335 S. B�own Rd. Crystal Bay,MN 55323 473-7357 OWNER �� r�� vA�S ADDRESS l�9/ S!�/r�-. 1�r, PERMIT NO.'S. ��-L— DATES �� CONTRACTORS � � City Ordinance No.210 requires that each on-site fewage treatmerit system in Orono be inapected on a regular basis.The on-site sewage treatment syatem at the above addresa hes been inapected and appean to fall i�to the category checked below. (This is � an existing system ❑ new consuuctionl � � Meets or exceeda current City atandards in all reapects relating to desig�,construction,and locetion.Appears to be operating properly. � 2 Does not meet atl current City standards for new co�struction (1978 Code) but in most reapects appears to be designed, located, a�d conatructed generaily in accordance with previous codes.System appears to be functioning properly;no major upgroding of the system is required at this time. � 3 Does not meet current City standards in msny respects relati�g to design,constructio�,or location.Appears to be operating adequately at this time,but has a relatively high potential for future problema. 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 diapose of the current input,and is endangering a water supply,or ia a souree of pollution to surface or groundwaters,or is creating a safety hazard,or is otherwise creating a public nuisan�.Please contact the City I�spector to discuss system repair/ replacement procedures. If drainfield replacement is necessery,aoil testing will usually be required,and a design and site plan muat be submitted for review.Your contrsctor must obtain a permit before work is started. SYSTEM CONDITION (m Checked items may require your action) Tank inspection indicatea: ❑ Inapection pipe is located directly over tank baffle.(Does not ❑ Pumpout not needed st this time, give sccurate m�surement of solids accumulstion.) If tanks ❑ Solida eccumulation in tanks i�dicatea they should be pump- have not been pumped out within the last three years,they ed out this year to help provent future problems. ehould be pumpad out now. O Solids accumulation in tanks ia at a critical level. Tanks Drainfield inapection indicates: should be pumped out as soon as possible. � Drainfield is dry,no surfacing evident. ❑ System is diacharging to surtace. Tanka muat be pumped ❑ Some evidence of surfacing,not critical yet. � within 48 hours to eliminate aurfa�discharge. ❑ �►ainfield is saturated and visibly ditcharging untreated � Inspection risera miaaing—tanks could not be in�pected, effluent to the surface. This condition may require replace- Inspection ri�ra (4"dia.pipe)must be inataNed in each tank ment or additiona to drainfield. Contact the City Inspector at next pumpout. If tanka have not been pumped out within immediately.Repairs must be completed within 90 days. the laat three years,t ey . ❑ Droinfield extent and condition unknown. SITE CHARACTERtSTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil typea,water Future Expansion ❑ Soil tablae,and system condition) ❑Adequate � High water table T� Low �Fair O Lot size ❑ Medium O Poor ❑ Lake,wetland,or stream O High . � Inadequate O Drainage ❑System is causi�g visible surfaoe discharge. COMMENTS: hS � m / I � fa/%ni/h dlle �/�'✓'i 9'-/D-9� Date of Inspection tic 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 opi�ion of the adequacy of the system under current conditio�s based on the available informatio�. 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 �� a r�►5 ADDRESS �'1-1 I 51n'v�� ne,_, � J� PERMIT NO.'S. ��-�I'1 DATES �Q�a�gZ CONTRACTORS ��i✓G r?� 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 Ooes not meet all current City standards fbr 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 upgreding 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 sta�dards for desig�,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 replecement 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.IDces�ot ❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks ❑ Solids aecumulation 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 1,�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 me�t or additions to drainfield. Contact the City Inspector at next pumpout. It tanks have not been aumped out within immediately.Repairs must be compteted within 90 days. the last ihr�y.eBLs..the.y s6o�ld be oum d o�r nnw ❑ 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: � _C n�ulC� MT 1r'YGt�2 �n 5��,�� (�� _� R- �-$ 7 Date of Inspection Septic S Ins ector 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