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HomeMy WebLinkAboutseptic info /�' -. •�\:,` a .. . _1s6µ.• ' +1pY'''p':�. •, .. 'ORONO CITY of Municipal Offices i,, ;•�u- Street Address: °15a-,A49-LA6o O Mailing Address: 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55.323.0066 To Current Owner: Address: C 1 bo NU S,,dr(- A f-y-- 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): , 1 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. 3 "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(5-7): Tank inspection indicates: QPumpout not needed at this time. 6 Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years. Tank was last pumped \0'\'—()- ). Make sure septic tanks are pumped through manhole and not through white inspection Pipes. This allows for the proper cleaning Keep water softner and iron filter discharge out of septic system to prolong life of drainfield. Ask pumper to test alarm float to verify alarm is still working in your house The alarm warns owner that septaee is about to backup into basement. 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. DRA24FIELD CONDITION 8-10 8 Dminfield 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. r r. C011I!�T -. �`U-�'� _. „�"" . . S��},`C.- , -�ti�i.} •`� pp - ji L v w w �i, Date Ins cttun Nett Aolteq an „ S tPtic ystern 1 spector iU > '' dill S� i§ 1 ii ti 14 ! �, h Folz i�: Elie ev tit t� tYyiS insp�eho�.repDrt�s�used�satisfyr e r64uireEltents jfor��imn��ag ar ocher tCans�r of praperty';i�re aduise�that��thi k�po,Et dt�s of tYiEratitee or,'s` eati '' dZ au tst�tg syystem;wil(rontu ue,lo furietioh pro rly u�'„'� m lY a�in�otr of ie adequany of the system under rrerkf A $ _ q y { ”' a ;ui S k . < . ., otSn base on tt ava�fabYet1 fq�r _ F � CITY of ORONO * Al - .r Gti, Municipal Offices �� ' Og�i Street Address: MaUtng Address: 2750 Kelley Parkway P.O. Box 66 Orono, MN.55356. Crystal Bay,--.A 55323-0066 95a-4q-4600 To Current Owner: Address: 9 O 0 �✓o c S�, f _ w , 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. S STEM CONFORMITY (1-3): 1 1 "CODE SYSTEM"An ISIS which meets all the location,design and construction standards of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" An ISIS 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. 3 "NON-COMPLIANT SYSTEM" A prohibited IM;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 las than three feet of unsaturated soft or sand between the distribution device and the Pumicing soil characteristics. TANK CONDITION(5-:7): 5 ark inspection indicates: 5 Pumpout not needed at this time. 6 Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years. Tank was last pumped -13-00 ), Make sure septic tanks are pumped through manhole and not through white Inspection pipes This allows for the proper cleaning. 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. pRAMIELD CONDITION(5-10): eDrainfield 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. COMMENTS: 0 2 g IN3 S tt L, t '4- C k O�: p V q 5?1)- L vel Date of Inspection Matt Boltetman- Septic System Inspector Note:In the event that this inspection report b used to satisfy the requirements for a mortgage or other transfer ofproperty.be advised that this report does not guarantee or certify that an existiteg system will continue to Amcdon properly,but is merely an opinion ofthe adequacy of the system under current conditions tined on the available information. 0 0 qA CITY of ORONO f h Municipal Offices Street Address: Mailing Address: E+ggOg' 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 June 6, 2000 Thomas& Sheila Youngquist 900 North Shore Drive West Mound, Mn 55364 Dear Mr. &Mrs.Youngquist: An inspection of your septic system was conducted on June 5 , 2000. A summary of the inspection is below. Septic Tank Condition 1. Pumpout needed within one year. (last pumpout date 8/31/93) The septic system is a compliant system, meaning it meets all or most current City and State Standards. Enclosed is a list of licensed contractors who work in Orono on a regular basis. This list is enclosed simply for your reference in case your septic system needs maintenance in the future. Also enclosed is a fact sheet explaining your septic system and how it functions. Finally, an as-built drawing is enclosed showing the approximate location of the septic system. If you have any questions regarding this report, please contact me at the City Offices at 249-4600. Re e , s Pence On-Site Systems Manager Enclosures In the event this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does no guarantee or certify the 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. Telephone(952)2494600 • Fax(952)2494616 www.ci.orono.mn.us O , O CITY of ORONO Municipal Offices r .t `y Street Address: Mailing Address: `q�E*gHOg' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 " Owner: YL9u-q001S+ Address: 900 North Shore Dr. W. Permit Vs: 425, e377 Dates: 11/5/87, 9/16/96 Contractors: Westonka Plbg., Ingleside Engr. (This is Deq an existing system [ ] new construction) . YSTEM COMPLIANCE (1-3) : 1 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. 3 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 0�q has or [ ] has not been identified at this time. If the saturated soil level has not been identified, this classification is subject to revision.) Ir ANK CONDITION (5-9) : 5 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 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 106 were or [ ] 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.) INFIELD CONDITION (11-14) : 11 fil 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 age and condition, soils, etc.) : low COMMENTS: Date of Inspection a is System 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 • FAX 4734510 i t T CITY of ORONO Municipal Offices ' G Street Address: Mailing Address: `9�Egg04' 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 f Owner �� /'`-• �f S Address:900 North Shore Dr. W. Permit #'x:425, 8377 Dates:11/5/87, 9/16/96 Contractors:Westonka Plbg., Ingleside Engr. (This is [ ] an existing system 4 new construction) YSTEM COMPLIANCE (1-3) : 1 1 Code' Svstem: 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. 3 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 J1] has or [ ] has not been identified at this time. If the saturated soil level has not been identified, this classification is subject to revision.) CONDITION (5-9) : 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 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 fI were or [ ] 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.) INFIELD CONDITION (11-14) : 11 Drainfield is dry, no surfacing evident. 12 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.) : low COMMENTS: J. f� Date of Inspection Se tic System 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 O CITY of ORONO s r [ l4 Municipal Offices 41 G Street Address: Mailing Address: 9�EgH0 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: Address:900 North Shore Dr. W. Permit #'s:425 Dates:11/5/87 Contractors:Westonka Plbg. (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. 3 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 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 within three years, they should be pumped out and risers installed now. 0 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 tanks were not confirmed to be watertight, this classification is subject to revision.) DRAINFIELD CONDITION (11-14) : 13 11 Drainfield is dry, no surfacing evident. 1Some evidence of surfacing, not critical yet. Repair is not required at this time. 3 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. ) : failing COMMENTS: The failing septic system must be repaired by 10/31/96 . Date of Inspection 4jeotic System 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 • FAX 473-0510 METRO WEST INSPECTION SERVICES, INC. 612-479-1720 FAX:612-479-3090 Loretto, MN 55357 ON—SITE SEWAGE TREATMENT INSPECTION REPORT OWNER ADDRESS ?00 CITY 0.4 d4l U �� The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below: THIS WAn existing system ❑New construction Mound system ❑Trench system ❑Bed system ❑Unknown ❑1. Does not meet all current City standards for new construction, but in most respects appears to be designed,located and constructed generally in accordance with previous codes. System appears to be operating properly. ❑2.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. X3.Systems 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 otherswise creating a public nuisance. Please contact the City Inspector to discuss system repair/replacement procedures. If drainfield replacement is necessary,soil testing will be required and a design and site plan must be submitted for review. Your contractor must obtain a permit before work is started. ❑4. Meets current City standards in respects relating to design,construction,and location.Appears to be operating properly. ❑5. System is failing per MN Rules Chapter 7080 because of distance from bottom of drainfield to mottled soil. Checked items may require action. DRAINFIELD INSPECTION INDICATES Arainfield area appears dry, no surfacing evident. ❑System is discharging to surface.Tanks must be pumped rainfield appears saturated and visibly discharging untreated within 48 hours to eliminate surface discharge. effluent to the surface.This condition may require replace- ❑ Inspection risers missing. Inspection risers (4" diameter ment or additions to drainfield.Contact the City Inspector immediately. Repair must be completed within 90 days. Pipe) must be installed in each tank at time of next pumpout. ❑Drainfield extent and condition unknown. b4rtanks have not been pumped and cleaned out within the ❑Surface is moist.Appears to be from weather. last three (3) years,they should be pumped and cleaned ❑Erosion appears to have removed topsoil. Replacing out now. topsoil is advised. ❑See comments below. WEATHER CONDITIONS DURING INSPECTION ❑Clear, Dry ❑Raining ❑Clear, Recent Rain ❑Snow Cover, ",approx. SITE CHARACTERISTICS Potential for System Failure (depends on soil types, water table Site Capabilities Limiting Site Factors system condition & water usage.) for Future Expansion ❑ Slope ❑ Medium ❑ Soil ❑ High ❑ Fair ❑ High Water Table ❑ S ❑ Poor System is causing EJ Inadequate ❑ Lot Size visible surface discharge ❑ Lake, wetland or stream ❑ Drainage COMMENTS OF /9; INDIVIDUAL WATER SUPPLY SYSTEM Individual wellsare ❑are not customary in neighborhood. ❑City water to premises. Distance of well between septic tanks/drainfield appears to meet current city standards for design,construction and location. ❑ Distance of well between septic tanks/drainfield does not meet current city standards for design, construction and location. Contact City Inspector immediately. YES S Has bacteriological examination of_erat r been made? NO If answer is YES, give date: / 199 Quality of water ❑is ❑is not satisfactory for uman con u ptio Dated: 199�i_ InspectorTime: r M.P.C.A. Cert.# � -e, W-04 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,on the day of inspection. CITY OF ORONO 0 Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 Ay ON—SITE SEWAGE TREATMENT INSPECTION REPORT �kESH0�' Owner: Address: _ qD0 Permit #'s: Qr12 Dates: Ll:Z Contractors: a I 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 A-.an existing system E ) 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 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"-Asystem 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 f has or E ) 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 Pum .pout 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. Ip` nspe tion risers (4" dia. pipe) must be install tank ua�pout._ If tanks have not been Hoped out wiou be pumped 0 ow. 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: Drainfield is dry, no surfacing evident. �f?> Some evidence of surfacing, not critical yet. 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.): O N S: aEAe beEiZ1.7 DaMe of Inspection Septic S stem Ins actor 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 mast be kept on the premises with the system location and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner VF7� On the Nortb Sbore of Lake Minnetonka ON-SITE SEWAGE TREATMENT CITY INSPECTION REPORT OF POST OFFICE BOX 66 ORONO 1335 S. Brown Rd. Crystal Bay,MN 55323 473-7357 OWNER Ian➢ ML's ADDRESS M 044 A PERMIT NO.'S. QVVIr DATES //�_K� 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 VLan 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 "Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection risers (4"die. pipe)must be installed in each tank ment or additions to dreinfield. 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 surfa discharge. COM ENTS: r / C Q Date of Inspection lVeptit System Inspector Pyr 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