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Home My WebLink Aboutseptic info - old address � O� O ,.., O ��`��-� CITY of ORONO �. � � �� ' lS� Municipal Offices �� t �. :�� ti Street Addross: MaiIInQ Address: �`�C'�;ggOg'� 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: LQ�jr(� �� Address: 885 Old Crystal Bay Rd. s. Permit #'s: 442 Dates: 11/12/63 Contractors: Sullivan (This is [xJ 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: 5ystem 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 saturatad soil level [x] has or [ ] has not been idantified at this time. If the saturatad soil laval has aot been ideati£ied, this classification is subjact to revision.) TANK CONDITION (5-9) : 8 5 Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped out this year. 7 System is discharging to the surface. Tanks must be pumped out within 48 hours. � 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. (DurinQ the last septic tank Mainteaanca Pu�out the tanks [ ] wera or [xj were not coa£irmed to be watertiQht by the liceased pumpiaQ contractor. If the tanks were not confirmed to be watertiQht, this classificatioa is subject to revision.) DRAINFIELD CONDITION (11-14) : 11 1 Drainfield is dry, no surfacing evident. 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 CONIIv1ENTS: 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 12/31/2000. �� Date of Inspection S ptic System nspector Note: In the event that this inspection report is used to satisfy the requirements fo transfer of property, this report does not guarantee that an existing system will continu function properly, but indicates the operation of the system under current conditions. Telephone (612) 473-7357 • FAX 473-0510 CITY OF ORONO �O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON–SITE SEWA(iE TREATl�:NT � �, INSPECTION REPORT ti ��9k'ESH.��'�G Owner• �� v�. `OrL�� Address• '" , � � Permit �'s: � ates:__/��e1� Contractors: Sl!/��l-� 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> STSTEM CONFORM[TY (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 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 without discharging any pollutants into ground or surface uaters. "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 s stem with less than 3 feet of unsaturated soil or sand --� between the distribution device and the limiting � S� cor.► r�Qy� w/�1�,o e yarY, (The limiting soil characteristic� has or [ ] has not been identified at this ime. If the limiting soil characteristic has not been identi ied, this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: 5 Pumpout 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 accumulation in tanks is at a critical level. Tanks should be punped out as soon as possible. 8 System is discharging to the surface. 7anks must be pumped 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 tn each tank at next pianpout. If tanks have not been punped out within the last three years, they should be punped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). [f tanks have not been punped out within the last three years, they should be punped out now. DRAINFIEID CONDITION (11-14): Dr field inspection indicates: �Drainfield is dry, no surfacing evident. �rz 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 arxi condition unknown. LIMITING SITE FACTORS (slope,setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table,etc.): � — MMEN S: � � ' i Jr!^ � � a � f - �� D te of Inspection Sep ic System Inspector �S g.Cy h��qy�r��►2 ry� �eS/��/�P� InvSt' Note: In the event that this inspection report is used to satisfy the requirements for a mortgage ot er transfer of �i�,� 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�'�� informat�on. �� This report must be kept on the premises with the system locetion and punping 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 �vt°11�'✓� '�' � a��Y' ADDRESS - ' /�d.� PERMIT NO.'S. ' (� DATES ��-�a�� CONTRACTORS S/��Q� City Ordinan� No. 210 requires that each on-site sewege treatme�t system in Orono be inspected on a regutar basis.The onsite sewage treatment system at the above address hes 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 desig�,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 co�structed generally in accordance with previous codea.System appears to be fu�ctioning properly;no major upgreding of the systern is required at this time. � 3 Does not meet current City atandards in many respects relating to design,constc�ction,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. � System may or may not meet current City standards for design,construction or location,but is failing to property treat and 4 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 i�spection indicates: ❑ Inspection pipe is loceted directly over tank baffle.(Dces not �Pumpout not needed at this time, give accurate measurement of solids accumulation.) If tanks ❑ Solids ac�cumulation in tenks indicates they should be pump- have not been pumped out within the last three years,they ed out this year to help prevent future p[oblems. ahould be pumped out now. � Solich accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates: should be pumped out as soon es possible. �Drainfield is dry,no aurfacing evident. ❑ System is discharging to surface. Tanks must be pumped O Some evidence of surfacing,not critical yet. within 48 hours to eliminate surfaoe discharge, ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risera missing—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection risera (4"dia.pipe)must be i�stalled in each tank ment or additio�s 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: 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 trensfer of property,be advised that this report does not guera�tee 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 besed 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� Lakc Minnetorzka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER ��''u-✓�;� Cu�a2✓►t�' ADDRESS C8� �� 5� qo5 S. Du�C-�ysixc �',ff�I VC� ��Z �l- �Z -(n.� SuLLI Vl�/�/ 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. IThis 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 ( � 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 shoufl��b�e pump- have not been pumped out within the last three years, they ed out this year to help prevent future problems.CffKC;'7�(C� lf�Ct S�should be pumped out now. ❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates: p / should be pumped out as soon as possible. �Drainfield is dry,no surfacing evident. ULjT}f �-1Dl(S�` ❑ 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 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 bef�mped out now. ❑ Drainfield extent and condition unknown. /��3//�l l7C�5� 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 2�f �r_Syt I'P�S ��air ❑ Lotsize �Medium5 � ❑ Poor �Lake,wetland,or stream ❑ High ❑ Inadequate ❑�rafnage ❑ System is causing visible surface discharge. COMMENTS: �l�.Y� ✓��(�OfY',S /IY�Q_ I,L✓1 �26Ci" 1.()�-�r(L1 t"I.CU�SF_� (dJ//S - .tvn o�f l�l � �� '�� CXD -i-r��!"��►v�l�l4.��6�Crnn�✓1G OYt�. �Ve.vu �-.3 (.tl�..,� �,u�>>'l� C��L,�,� l�,E�c��. ��g / � ate of nspection eptic System 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 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 Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER � _ L4- 1�,9J?/''�NTE7'` ADDRESS � ='S��-' /� �J �� GZIJ LKY�'Ti�- E��Y f:n PERMIT NO.'S. `�G� ��--�ATES �� - l G' �"> CONTRACTORS 5u L�t�� 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 abov 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, �Tl 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, U 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 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 Drainfield inspection indicates: shouid be pumped out as soon as possible. ---0 Drainfield is dry,�o 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) —fl Adequate ❑ High water table ❑ Low ❑ Fair ❑ Lot size �----0 Medium ❑ Poor ---❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. �-^ � / COMMENTS:� �u�Xel Ll.r�� '�Y°S7�/�� /YO'i� L��C /�l � � �� }urcc�S'% ��l lq�� 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 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