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HomeMy WebLinkAboutseptic info(includes 225) o ,j . CITY of ORONO Municipal Offices % G treat Address: Mailing Address: `41i;E*SHp4�' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 To Current Owner: Address: 6 U j��v-) A�4Q., M-, City Ordinance 199 requires that each existing on-sites wage 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 "CODE SYSTEM"An ISTS which meets all the loc tion,design and construction standards of the current Orono Municipal Code. (3 "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 requiren ient 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: OPumpout not needed at this time?",- 6 imex6 Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years. Tank was last pumped ). 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 sstem. 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 lastt 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. COMMENTS: �Cc.: �\� n a CS otc �Av-. Date of Inspection Matt Bolterman - 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 notguarantee 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. Telephone(952)249-4600 • Fax(952)249-4616 C ;�,�• ITY of ORONO '�+� � •,;y�4a;h`�;��y ti Municipal Offices •Z �`'%'�`3 ''-�'' G� S et Address:��• g'� Mailing Address: ' EBAo 750 Kelley Par way P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323.0066 Owner: S CO-\t C�ol� 5�.-.-��... • Address: abs' 00 cr.,s fin\ QQy N ti. 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 CONFORN= (1-3): 1 1 "CODE SYSTEM"Aa ISTS,,loch meds all the location,d 'ga and construction standards ofthe current Orofio brunhcipal Code• 2 "COI�IPLIANT SYSTEM" Aa ISTS which does not meet the location,design and construction standards of the curre�Orono Municipal Code but does meet the three foot separation requirement,and 'eh is not farting or as imminent threat to public health or sai_ty. 3 "NON-COMPLIANT SYSTEM" Aprohlbhted ISIS; ISTS located within a designated 100 year flood plain,any ISTS which may or may not meet all the location,design,or construction of the current Orono Municipal Code and which is farting for any reason;and any ISTS with less than three fed of unsaburated sod or sand b eea the distribution device and the limiting 4oil characteristics. TANK CONDITION(5-10): Tank inspection indicates: 5 puinpout not needed at this time. QDTank must be pumped out this year(city code requires tanks to be pumped out every 3 years. Tank was last pumped V c\0 w n �, 7 Solids accumulation in tanks is at a critical a critical level. Tanks culd be pumped out as soon as possible. 8 S)stem is discharging to the surface. Tanks must be pumped out 'thin 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be inspected. Inspection 'ers(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 pumped out now. 10 Inspection pips is located directly over tack baffle(does not give rate measurement of solids accumulation). If tanks have not been pumped out within the last three yeah,they should be pumped out novo D IELD CONDITION 11-14 : \\ I 1 'Drainfield is dry,no surfacing evident 12 Some evidence of surfacing,not erithcal yet. 13 Drainfieid is saturated and visibly discharging untreated effluent to a surface• Contact the City Inspector immediately.Repairs must be completed within 90 days. 14 DraintieId extent and condition unknown. COiINSENTS: S-fSlrt-, \\\oo�,S P� ta(-,1C5 y eI-I c S 4t �--`�\ - l I\cam - • Date of Inspection Sep•do S . ystem Inspector *' Note: In the event that this inspection report is used to satisfy the requirements f a mortgage or other transfer of property,be advised that thus report does not guarantee err eeftify that an existing system will eaatinue to function properly,but is nerd as opinion of the adequary of the system under euuml conditions based on the available informatiaa off,. CITY OF ORONO O Municipal Offices Post Office Box 66 Crystal Bay, MN 55323-0066 ON—SITE SEWAGE TREATMENT INSPECTION REPORT kES 0 Owner: ® ®(U�7� 1 A dress:c;265- Ot b Cr Permit #'s: L15-3 Dates: /, 6 Contractors:-�d?Cy�PS City ordinance number 100 requires that each on-sitq sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above7onr ess has been inspected and appears to fall into the category checked below. (This isan existing system [ ] newstruction) SYSTEM CONFORMITY 0-3): 1 .CODE SYSTEM"-A system which meets all the Lcation, design, and construction standards of the current City Codes, and which is operating satisfactor ly by treating and disposing of the entire current sewage input without discharging any pollutants into g ound 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 acc rding to the code in effect at the time of installation, and which is operating satisfactorily by treating a0d 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 thf 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 characteristihas or [ ] has not been identified at this time. If the limiting soil characteristic has not been ident fied, t is 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 shou d be pumped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical le eL. Tanks should be pumped out as soon as possible. System is discharging to the surface. Tanks mus be pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be ins cted. Inspection risers (411 dia. pipe) must be installed in each tank at next pumpout. If tanks have not en pumped out within the last three years, they should be pumped out now. 10 Inspectionpipe is located directly over tank ffle (does not give accurate measurement of solids accumulation). If tanks have not been Pumped out within t e last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): 0ain ieLd inspection indicates: 11 rainfield is dry, no surfacing evident. Same evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly dischargin untreated effluent to the surface. Contact the City Inspector immediately. Repairs iust be completed wi hin 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope.setbacks.etc.): e, POTENTIAL FOR SYSTEM FAILURE (depends on soils water t ble etc. 0W t � COMMENTS: 1AA S ate of Inspection eptic System Inspector Note: In the event that this inspection report is us to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guaran eeor 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 premi as with the system location and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner o 441 o CITY of ORONO Municipal Offices Street Address. Mailing Address: 2750 Kelley Parkway P.O. Box 66 E8i3, Orono, MN 55356 Crystal Bay, MN 55323.0066 Owner: Address: 265 Old Crystal bay Rd. N. ikmPermit #'s: 453 Dates: 11/16/87 Contractors: Ingleside Engr. (This is ) n an existing system [ ] newconstruction) . SYSTEM COMPLIANCE (1-3) : 1 Code System: Meets or exceeds curr nt City standards in all respects relating to design, 1 , construction, and location. Appears to be operating properly. 2 Compliant System: Does not meet al current City standards for new construction, but in most respects appears to be designedl, located, and constructed in accordance with previous codes and is functioning properly. 3 Non-Compliant System: System may dor may not meet current City standards for design, construction, or location, but is tailing 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 1 ] has not been identified at this time. If the saturated soil level has not:6.1n 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-tankscoul� not be inspected. If tanks have not been pumped out within three years, they should be p4mped out and risers installed now. 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 IPuupout the tanks [ ] were or [>�J 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 (ly 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 age end condition, soils, etc.) : low COMMENTS: Date of Inspection ep c 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) 1473-7357 • FAR 4734510 off,. CITY OF ORONO O O Municipal Offices Post Office Box 66 Crystal Bay, MN 55323-0066 a ON—SITE SEWAGE TREATMENT INSPECTION REPORT kEsKo��G Owner: r° Ad ress• ( � t Permit #'s: Dates: Contractors: d.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 Xan existing system E ) newconstruction) SYSTEM CONFORMITY (1-3): 11 1 "CODE SYSTEM"-A system which gets all the Lo ation, 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 arid disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 3 "NON-CONFORMING SYSTEM'I-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 A 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 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 le at. 'tanks should be pumped out as soon as possible. System is discharging to the surface. Tanks mus be pumped out within 48 hours to eliminate surface discharge. Inspection risers missing-tanks could not be ins cted. Inspection risers (411 dia. pipe) must be installed in each tank at next pumpout. If tanks have not an pumped out within the last three years, they should be pumped ou 10 Inspec ion pipe is Located directly over tank baffle (does not give accurate measurement of solids accumulation). a ks have not been pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Dr nfield inspection indicates: 1 Drainfield is dry, no surfacing evident. TT22 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharginguntreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed wihin 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope.setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (deoends on soils water t ble etc. : COMM NTS: 1,0 &4=a .` Q a e of Inspection epti ystem Inspector Note: In the event that this inspection report is us to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guara tee or certify that an existing system will continue to function properLyi but is merely an opinion of the adequacy of the system under current conditions based on the available 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 Post Office Box 66 Crystal Bay, MN 55323-0066 ON—SITE SEWAGE TREATMENT INSPECTION REPORT S 0 Owner: � Address: 1. / :�Z! I�LJt aJUJ Permit #'s: Dates: Contractors: — Y City ordinance number 100 requires that each on-si a 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 ( ) ne construction) SYSTEM CONFORMITY (1-3): "CODE SYSTEM"-A system which meets all the ocation, design, and construction standards of the current City Codes, and which is operating satisfactoRy by treating and disposing of the entire current sewage input without discharging any pollutants into round or surface waters. 2 "CONFORMING SYSTEM"-A system which does no meet all the Location, design, and construction standards of the bu current City Codes, t was installed according to the code in effect at the time of installation, and which is operating satisfactorily by treating �nd disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 3 "NON-CONFORMING SYSTEM"-A prohibited systeT; 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 reasoh; 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 l has or l I has not been identified at this time. If the Limiting soil characteristic has not been identi 'ad, this classification may be subject to revision.) TANK CONDITION (5-10): Tp* inspection indicates: (zby Pumpout not needed at this time. Solids accumulation in tanks indicates they sho td 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. 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 insted. Inspection risers (4" dia. pipe) must be installed to each tank at next pumpout. If tanks have not en pumped out within the last three years, they should be pumped out now. I 10 Inspection pipe is Located directly over tank b ffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out within t e last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Dfpge�nfield inspection indicates: lLY 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 wit in 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope.setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils water to Le etc. : COMMENTS: Date of Inspection ep is System Inspector Note: In the event that this inspection report is used Ito 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 premise with the system location and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Sbore of Lake Minnetonka ON-SITE SEWAGE TREATMENT CITY INSPECTION REPORT POST OFFICE BOX 66 OF_ � 1335 S. Brown Rd. NO Crystal Bay, MN 55323 473-7357 OWNER 4a/G 6' /t. ✓ Pa�O ADDRESS — 6 %?00 / PERMIT NO.'S. DATES CONTRACTORS �� � �� Af City Ordinance No.210 requires that each on-site sews a treatment system in Orono be inspected on a regular basis.The onsite sewage treatment system at the above address has been inspected and a 3peers to fall into the category checked below. (This is 1d an existing system ❑ new construction) 1 Meets or exceeds current City standards in of respects relating to design,construction,and location.Appears to be operating K� properly. 2 Does not meet all current City standards fo� new construction (1978 Code) but in most respects appears to be designed, located, and constructed generally in accord nce with previous codes.System appears to be functioning properly;no major upgrading of the system is required at this ti_ 3 Does not meet current City standards in man, 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 contractoi 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. 0 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 Ins tion risers missi —tanks could not be inspe ted effluent to the surface. This condition may require replace- Inspection risers IV dia.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.' 010 lag[ r�rs,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,a id system condition) ❑Adequate ❑ High water table I.ow 0 Fair ❑ Lot size ❑I ledium ❑Poor ❑ Lake,wetland,or stream ❑ 1 ligh ❑ Inadequate ❑ Drainage ❑ ystem 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 in formation. 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 ON-SITE SEWAGE TREATMENT CITY Lake Minnetonka INSPECTION REPORTOF POST OFFICE BOX 66 _ONO 1335 S. Brown Rd. Crystal Bay,MN 55323 473-7357 /� OWNER JL �o 57^ ADDRESS / � A>W AWA II NO.'S. DATES A&_-f Z 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 andllappears to fall into the category checked below. (This is .0 an existing system ❑ new construction) 191 Meets or exceeds current City standards in$II respects relating to design,construction,and location.Appears to be operating properly. E12 Does not meet all current City standardsr new construction (1878 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 tir iii. El3 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 tandards 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 cre ting a public nuisance.Please contact the City Inspector to discuss system repair/ replacement procedures. If Arainfield replao ment is necessary,soil testing will usually be required,and a design and site plan must be submitted for review.Your contract or must obtain a permit before work is started. SYSTEM CONDITION I m Checked items may require your ction) Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not ,0 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 Drain field 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 ins cted, effluent to the surface. This condition may require replace- Inspection risers (4"dia.pipe)must be installed in eadi 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 Poteni ial for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soil table end 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 InspectionSeptic System Inspector Note: In the event that this inspection report is used to satisf V 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 ir formation. This report must be kept on the p emises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner On the North Shore of Lake Minnetonka ON-SITE SEWAGE TREATMENT CITY INSPECTION REPORT OF POST OFFICE BOX 66 O.O O 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER �� �51� ADDRESS 04, t5_ J N , 011, Al PERMIT NO.'S. l DATES /��/ �'+ 1G:Z 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 ❑ an existing systern,)<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. F14 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 1 Checked items may require your action) Tank jnspection indicates; ❑ Inspection pipe is located directly over tank baffle.(Does not umpout 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 Drainf' Id 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 Fu ure xpansion ❑ Soil tabl nd system condition) Adequate El High water table Low El Fair ❑ Lot size / ❑ Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate Drainage ❑ System is causing visible surface discharge. COMMENTS: Date of Inspection Septic System Inspe or 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 SUGGESTIONS FOR REGULAR MAINTENANCE OF SEPTIC TANKS I WHAT IS IN MY BACKYARD AND HOW DOES IT WORK? Most houses built in Orono after 1960, where city sewer is not available, have two septic tanks, one or more distribution boxes and a number of drainfield trenches. In the septic tanks, heavy sewage solids will settle to the bottom and be decomposed by anaerobic (oxygen-free) bact rial action. Floating solids such as grease, fat, and soap sc will be retained inside the tank ' by baffles at the inlet and utlet. In many cases, the first tank will retain most of the solids' and the second tank merely provides extra settling -time. This ensures that' the effluent entering the drainfield is relatively free of solids which tend to clog up clay soils. a 71i TYPICAL SEPTIC SYSTEM '.i WEMENr Floating Solids r:a;;, T„r�. :� .•r. ?..0` f �1 . O Distribution .Box Sludge � *,)Z-P— Drainfield .k WHY BOTHER WITH PREVENTIVE MAINTENANCE? Eventually, a septic tank that is functioning correctly will accumulate a large quantity of sludge (decomposed wastes) and floating solids. If this accumulation is not removed regularly, the solids will by-pass the baffles in the tank and will be flushed out into the drainfield causing premature and unnecessary clogging of the drainfield. The result sewage will backup into your house and/or form a puddle (or river) in your yard. THEPE. ARE NO INEXPENSIVE WAYS TO REPAIR A CLOGGED DRAINFIELD. i R s h i HOW CAN I MAKE MY DRAINFIELD LAST LONGER? Here are a few suggestions : -Don ' t use your toilet or kitchen sink as a garbage can. Undigested foods and cigarette butts will not decompose in the septic tanks. -If you have a garbage disposal use it as seldom as possible or not at all. `Have your tanks pumped at least once every three years to remove the solids. This will probably cost $: 75.00 . -• 100 .00 . If you don't specifically ask the pumping contractor to open up your tanks, he' will probably just put his hose down the inspection pipe and drain the liquid from the tanks. This method does not effectively remove solids. He should open the tanks, stir the contents while pumping to break up the sludge and scum layers, and at the same time clean and repair or replace baffles as necessary. Baffles have a bad habit of falling off after a number of years. -You should also open up the distribution box and remove any accumulated solids. HOW CAN THE VILLAGE HELP HE MAINTAIN MY SYSTEM? The septic system inspector will come around at least once every two years to measure the accumulations in your tanks and evaluate the overall system condition. You should have at least one 4" diameter inspection pipe extending to the• surface from each tank for .easy inspection access. Every licensed contractor sends a pumpout notificatic slip to the Village when a tank is pumped. The Village keeps an inventory and inspection/maintenance record card for each septic system and will send out a notice to the homeowner when a required maintenance pumping (once every three years) is overdue. If you` have questions or problems with your septic system, feel free to call the inspector at 473-7357. a I i ti 74 { p CITY OF ORONO Date ADDRESS Connected to CODE SEPTIC SYSTEM INVENTORY CARD Municipal Sewer (6g � 01b C g Property I.D. -:5:5 Z I DDI I WELL DATA Address � 1;5 �Standard trench I I �-� $[0eK Im .O Mound System type .O Other Legal Description C _Ad9 �nbtTK�� O' m - - -- �p n Permit No. `7S3 f� Date oTt 7 I - No.Bedrooms Garbage ° Building type /�', or GPD 04 Laundry Dishwasher Disposal ojr G a SEPTIC TANKS:Material C_• Capacity 1) 2) Proper outlet and inlet CL Baffles OK- Liquid depth to RO level G JA /* Mof Height of tank bottom above water table Distance to nearest building W DRAINFIELD: Total length of Imes ©41 Number of lines Trench width �C + d above water table 3 8 2- S.. Height of drainflel Total treatment area(sq.ft.) 8 0 Type of filter material 1`�-Z Soil type f—®�K C 4,4-V 4010� c�/� ti s ? E410 v l Distance from nearest bldg. ♦ Tile size Perorate AIC., oo,a minAn a lI LI $ Depth of fill over drainfield I Z _ Depth of rock over file under file E o LOCATION SKETCH INSPECTION RECORD PUMPOUT RECORD DATE COMPLIANCE DATE GALLONS 001 1 X</ i r Include: 1) Well location 2) Distance from house to 1 septic tanks,dist.box, and dreinfield C—CONFORMING S—SUBSTANDARD N—NONdONFORMING 3) North arrow and road w/ f !v � t I I g F � a � 'r"'►+�µ y2' loan i