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Home My WebLink AboutOnsite sewage treatment system o . y a �� i 5o2,5 x � w iW ' AzD CITY OF ORONO � 0 O Municipal Offices O Post Office Box 66 Crystal Bay, MN 55323-0066 ON—SITE SEWAGE TREATMENT INSPECTION REPORT lio //-- 30 ys G�J�2�f�1- l3Jv.D pp Owner: IlOt7C2T d �jE6-f►';Cg-" �uw+iiiv.S Address: 302.5 (�t)�42KT,`1 Bl LZJ�53S6> Permit #"s:_(e)517 Dates: ZZ- RI Contractors: LL�&__s 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 K 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, 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 "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 :;oil characteristic [ ) has or [ I 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: Pumpout not needed at this time. 6) Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. �T Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the Last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): DOWITifieLd inspection indicates: 11 Drainfield is dry, no surfacing evident. Some evidence of surfacing, not cri -ical 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 unkno4n. LIMITING SITE FACTORS (slope,setbacks,etc.): J.s2Y4f�,Q POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): C C)1'U N COMMENTS: SCP /C_ 6 76'A t7l 144J IZ-3 l-2.000. 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 the system Location and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner O O CITY of ORONO Municipal Offices R Street Address: Mailing Address: `9kEggOg' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: � � � Address:3045 Wayzata Blvd. Permit #'s:none Dates: Contractors:unknown (This is ] 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. LJ Non-Compliant System: 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 any system with less than three feet of vertical separation between the bottom of the drain ire `and"�Te'saturate soil level (The saturated soil level )4 has or [ ] has not been identified at this time. If the saturated soil level has not been identified, this classification is subject 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. � System is discharging to the surface. Tanks must be pumped out within 48 hours. ( 8� 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. (During the last septic tank Maintenance Pumpout the tanks [ ] were orwere not confirmed to be watertight by the licensed pumping contractor. If the auks were not confirmed to be watertight, this classification is subject to revision.) DRAINFIELD CONDITION (11-14) : 11 V1 Drainfield is dry, no surfacing evident. 2 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 acre and condition, soils, etc. ) : medium-high COMMENTS: The non-compliant septic system must be repair, d y 2./31/96. 'Ilatd of Inspection S is p Syst m Inspector Note: In the event that this inspection report is used to satisfy the requirements for a transfer of property, this report does not guarantee that an existing system will continue to function properly, but indicates the operation of the system under current conditions. Telephone (612) 473-7357 9 FAX 473-0510 CITY OF ORONO O Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 ON—SITE SEWAGE TREATMENT INSPECTION REPORT ti ��9kESYI0 Owner• E�61Gf_ b1YDS Address: Permit #I s: Dates: Contractors: /iYl ryL✓Y� 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. 11 (This is 'D4 an existing system I ) new construction) SYSTEM CONFORMITY (1-3): M 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. 2 "CONFORMING SYSTEM11-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 an system with Less t f unsaturated between the distribution device and the _ is ics. e�1r � ��•9� (The limiting soil characteristic has or I I has not been identifiedNaat 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 Punpout not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future Problems. 7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge. 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 pumped out within the Last three years, they should be pumped out now. 10 Inspection pipe is Located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): JL Dr field inspection indicates: Drainfield is dry, no surfacing evident. 'f2 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 SITE FACTORS (slope.setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table.etc.): COMMENTS: c 14 it i _ TI Date of Inspection p is Syste nspector �aZ-31- 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 the system location and pumping 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 SEWAGE TREATMENT INSPECTION REPORT ti ��kESS0 Owner: d1CY� J�r � Address: Permit #'s: J19YIe- Dates: ~� Contractors:// /rM 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 -11/ an existing system I ) 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, 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 "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 Limitin soil characteristics. (The limiting soil characteristic I 1 has or 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 Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future Problems. 7 Solids accumulation in tanks is at a critical level. 'tanks should be pumped out as soon as possible. System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge. Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed to each tank at next punpout. 1f tanks have not been pumped out within the last three years, they should be pumped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Drainfield inspection indicates: 11 Drainfield is dry, no surfacing evident. 12 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. OlDrainfieLd extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soiLs.water table.etc.): aa COMME TS: oe Date of Inspection SeptA Systear Inspe for 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 the system Location and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore of Lake Minnetonka ON-SITE SEWAGE TREATMENT CITY INSPECTION REPORT OF POST OFFICE BOX 66 ORONO 1335 S. Brown Rd. Crystal Bay,MN 55323 ilk 473-7357 OWNER `� +�''""-� ADDRESS 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 onsite sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is 91 an existing system ❑ new construction) 1 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 appear:to be functioning properly;no major upgrading of the system is required at this time. E] 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. F1 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) 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: 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- Inspec ion risers ia. u t be I m eec nk ment or additions to drainfield. Contact the City Inspector at rex umpout. 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: Date of Inspection SlOtic 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 On the North Sbore of Lake Minnetonka ON-SITE SEWAGE TREATMENT CITY INSPECTION REPORT OF POST OFFICE BOX 66 O.O OJ 1335 S. Brown Rd. Crystal Bay,MN 55323 473-7357 OWNER b"ZZ- !LlfyJ25 ADDRESS �V7" /�jA ,yl► 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. (This is a an existing system ❑ new construction) El1 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) 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 ad 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 y-21 Inspection risen 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 61 Fair ❑ Lot size Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High . ❑ Inadequate ❑ Drainage ❑System is causing visible surface isch rge. COMMENTS: / Q /Iw AL Date of Inspection Wpiic 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 On the North Shore of Lake Minnetonka ON-SITE SEWAGE TREATMENTCITY INSPECTION REPORT OF POST OFFICE BOX 66 O_ONO 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER Roerrr lokn?/s ADDRESS 3o� tiJAY7_ &11,D 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 abF address has been inspected and appears to fall into the category checked below. (This is an existing system ❑ new construction) 1 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) 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: 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 ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out withinq� immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. L -Drainfield extent and condition unknown. SITE CHARACTERISTICS: imLiting 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 — 9 Fair Lot size ----0 Mediums Poor Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: ate of InspeIIiion 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