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HomeMy WebLinkAboutOnsite sewage treatment systems r O O\I CITY of ORONO Municipal Offices G Street Address: Mailing Address: �1fESHp4� - 2150 Kelley Parkway P.O. Boz 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 To: The Current Owner of Address f p t A .4 0 City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a periodic basis. The onsite sewage treatment system at the above address has been inspected and the following is known about the system. A sketch of the known components of the system is available for most properties at the Orono City Hall. Imminent Public Health Threat Yes No If yes,please contact the Onsite Systems Manager at 952-249-4626 within 10 days of receipt of this notice. The septic system must be brought into compliance within 90 days. Failure to do so will result in referral to the City Attorney for legal action. System Identif as Non-Compliant Yes No If yes, system must be brought into compliance by: December 31, 2007 December 31,2010 tf/ Other Septic Tanto'-pump out Needed Yes No The City recommends the septic tank(s) and/or lift tank be serviced and pumped out every three years. City records indicate the tank(s)were last pumped out on i l-12-q'5 . The tank(s) should be cleaned through the manhole and not�through the inspection pipes, this allows for proper cleaning. Comments: Inspe Date of Inspection %U _()S— Telephone(952)249-4600 a Fax(952)249-4616 www.ci.orono.mn.us 0, O - CITY of ORONO Municipal Offices Street Address: Mailing Address: p4� 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 To Current Owner: Address: 4 City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years. The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY 0-3): 3 1 "CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal Code but does meet the three foot separation requirement or two foot requirement for systems installed 1996 or earlier,and which is not failing or an imminent threat to public health or safety. `J 00"NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISIS which may or may not meet all the location,design,or construction standards of the current Orono Municipal Code and which is failing for any reason;and any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. TANK CONDITION(5-7): 6 Tank inspection indicates: 5 Pumpout not needed at this time. Septic tanks must be pumped out thisear (city code requires tanks to be pumped out once every 3 years. Tank was last pumped 1\-1'L--`l ), Make sure septic tanks are pumped through manhole and not through white inspection Rives. This allows for the groper cleaning. Keep water softner and iron filter discharge out of septic system. 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If tanks have not been pumped out within the last three years,they should be pumped out now. DRAINFIELD CONDITION(8-10): 8 Drainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet. 10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. CNIN ENTS: Date of Inspection Matt Boltetman- Septic System Inspector Note: In the event that this i spection 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=rely an opinion ofthe adequacy ofthe system under current conditions based on the available information. Telephone(952)2494600 • Fax(952)249-4616 wwwWoronomnus -� CITY Of OR srL L� titi Municipal Offices t;s;;; gay Street Address: Mailing Address: 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: S C o f E S W.oc 3 H 0 S w Address: gfit�tow� �d City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years. The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY (1-3): 3 1 "CODE SYSTEM" Aa ISTS which meets all the location,design and construction standards of the current Oroho Municipal Code. 2 "COMPLIANT SYSTEM" An ISTs which does not meet all the location,design and construction standards of the current Orono Municipal 0 Code but does meet the three foot separation requirement,and which is not failing or an imminent threat to public health or safety. "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may or may not meet all the location,design,or construction standards of the current Orono Municipal Code and which is failing for any reason;and any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. TANK CONDITION(5-10): 6. Tank inspection indicates: 5 Pumpout not needed at this time. © Tank must be pumped out this year (city code requires tanks to be pumped out every 3 years. Tank was last pumped l 1 a-9 3 ), 7 Solids accumulation in tanks is at a critical 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 nest 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): 11 (ID 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. 14 Drainfreld extent and condition unknown CONMBNTS: Sys+' — :5 r,oc.- Co—El �,-r du,, Cooi- 5ege-Cy,0,\ be+,,jce,\ �,-0 0� Sc�Sorw\ wa}cr q5\c d- "or, Orc• 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 esisting system will continue to flrnction properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. CITY OF ORONO O Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 ON—SITE SEWAGE TREATMENT INSPECTION REPORT Owner: _J�4ZT 6-7 K©/4 Address:,3yo 1ie4ht�7z'� W4 f�l� 553 ST_ Permit #'s: 727 Dates: /0`/3—S contractors: IY�(' UVJ 1'llr`IUris 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 isx 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 soil characteristic I has or l ) has not been identified at this time. If the limiting soil characteristic has not been identiift , 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. 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): field inspection indicates: 11 rainfield is dry, no surfacing evident. 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.): ��� C MMENTS: 15S -5 /c5 Vy1`4?n 6f M;!! Cil'1l d Q C ffeMIU&6 1174 Date of Inspection Sep is 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 CITY of ORONO �' 'A `� �l5r Municipal Offices Street Address: Mailing Address: lfE+$Hp 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323.0066 Owner: Address: 3405 Watertown Rd. Permit #'s: 727 Dates: 10/13/58 Contractors: McWilliams (This is ()"n 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. 0 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 drainfield and the saturated soil level. (The saturated soil level [XL 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) : 9 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. 8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out o9withinthree years, they should be pumped out and risers installed now. l 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 or 'A were not confirmed to be watertight by the licensed pumping contractor. If the tanks were not confirmed to be watertight, this classification is subject to revision.) ION (11-14) : 11 V 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 COMMENTS: 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 0.7 feet and the system is non-compliant. Repair or replacement of the septic system is required by 12/31/2007. 7-� 7 zw�_ Date of Inspection Se is System Inspec or 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 • 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 9kEsKU Owner: l�L�l / Address: NOS In�ATiCY/lJwY� Kl�. Permit #'s: &9417 Dates: /Q/3— Contractors: ((AY11S 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. t (This is 04.anexisting 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. "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 SYSTEM11-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 I ) has or A 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. flanks 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 (41, 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. 0 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 oUs nn DRAINFIELD CONDITION (11-14): Dr field inspection indicates: Drainfield is dry, no surfacing evident. iii222 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.): C MMENTS: Date of Inspection Septic System I Spector 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 1335 S. Brown Rd. O _ONO Crystal Bay,MN 55323 473-7357 OWNER &fa ADDRESS PERMIT NO.'S. &P-0-727 DATES /0_29-5y 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 U(In existing system ❑ new construction) ED1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properly. 192 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. System may or may not meet current City standards for design,construction or location,but is failing to properly 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 inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not [1, Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks ' -Salida accumulation in tanks in ' have not been pumped out within the last three years,they ed out this year to e�preve�nt future probiems. should be pumped out now. mu ation in tanks is at a critical level. Tanks Drainjield 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- 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. 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 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 Minnesota Well and Boring WELL OR BORING LOCATION MINNESOTA DEPARTMENT OF HEALTH Sealing No. H 28920 County Name WELL AND BORING SEALING RECORD Minnesota unique No. Hennepin Minnesota Statutes, Chapter 1031 or W-series No. (Leave blank it not known) Township Name Township No. Range No Section No. Fraction ism. •Ig.) Date Sealed Approximate Date Well Orono I 18 23W 32 SEt,4SW),,SEt1a 8/6/93 or Boring Constructed 1960 Numerical Street Address or Fire Number and City of Well or Boring Location 3445 Watertown Road Long Lake Depth Before Sealing 165 ft Original Depth ft. Show exact location of well or boring Sketch map of well or boring Static Water Level X Accurate in section grid with..X... location,showing property lines. N roads.and buildings. ElApproximate IX Single Aquifer ElMult,aquifer 10 it X below above land surface CASING TYPE W E IX Steel El Plastic ❑Tile El Other m �ile DEC- ' VV"y+JJ�. S Screen fromto 165 ft. Open Hole from to ft. I mile 1 OBSTRUCTION/DEBRIS/FILL L7 Obstruction EJ Debris El Fill PROPERTY OWNER'S NAME '•: i Ward Ferrell drop 1" i --- -----, - Type of debris/obstruction 126 ? p pire Mailing Address if different than property address indicated abover, 1�t It f —J{t� Obstruction/Debris/Fill removed? [XYes El No 3415 Watertown Road PBMP Long Lake, MN 55356 Removed ❑Not Present ❑ Other f CASING GEOLOGICAL MATERIAL COLOR HARDNESS OFFORMATION FROM TO ' If not known,indicate estimated formation log from nearby well or boring. Diameter Depth Set in oversize hole? Annular space initially grouted? 3 in.from 0 to 160 ft. ❑Yes ❑No ❑Yes ❑No ❑Unknown in.from to ft. ❑Yes ❑No ❑Yes ❑No ❑Unknown in.from to ft. ❑Yes ❑No ❑Yes ❑No ❑Unknown METHOD USED TO SEAL ANNULAR SPACE BETWEEN 2 CASINGS,OR CASING AND BORE HOLE: No Annular Space Exists ❑Annular space grouted with tremie pipe ❑Casing Perforation/Removal infrom to ft. ❑Perforated ❑Removed in.from to ft. ❑Perforated ❑Removed Type of perforator ❑Other GROUTING MATERIAL Grouting material neat cement from16Sto 0 ft. yards 5 bags from to ft. yards bags REMARKS,SOURCE OF DATA,DIFFICULTIES IN SEALING from to ft. yards bags from to ft. yards bags UNSEALED WELLS AND BORINGS Other unsealed well or boring on property? ❑Yes ❑No LICENSED OR REGISTERED CONTRACTOR CERTIFICATION This well or boring was sealed in accordance with Minnesota Rules,Chapter 4725.The information contained in this report is true to the best of my knowledge. Stevens Well Drilling Co. Inc. 27194 Contractor Business Name �. 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