Loading...
HomeMy WebLinkAboutOnsite sewage treatment systems ® O CITY of ORONO 1.4 Municipal Offices G Street Address: Mailing Address: �9kESO4ti ' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 To: The Current Owner of Address L//00 (AM 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 Identi d as Non-Compliant Yes No If yes, system must be brought into compliance by: December 31,2007 December 31, 2010 Other Septic Tank(s) Pump out Needed Yes / No r/ 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 -03 . The tank(s) should be cleaned through the manhole and not through the inspection pipes, this allows for proper cleaning. Comments: • Inspector: Date of Inspection 1 ^ c' . Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us °.11'. ,t , CITY of ORONO p ( ( � ti Municipal Offices IA 11 u, , '-- G Street Address: Mailing Address: 1./rHpg' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 To Current Owner: Address: 410 0 wck+V w" 14) 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" 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. "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may 3y 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): c Tank inspection indicates: 50 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 ). 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. 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): a Drainfield is dry,no surfacing evident. 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. COMMENT N-�:t-S,-.t\ S r\or.— (..0 r.9\;Q.. d-- r.-.64-- k \0 -\'7—A - ari5L-..., - 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 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. Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us ‘4?‘‘ 0 e—_ - CITY of ORONO 1 ` �� I„,... ti Municipal Offices 4 4 , -0 M- �,G~ Street Address: Mailing Address: E131101. 2750 Kelley Parkway P.O.Boz 66 Orono, MN 55356 . Crystal Bay; MN 55323-0066 Owner: Cu r C P ,N-"c--- 0 w 92r-- Address: 10 0 ck-1- (-+-0.--.-. 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 "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,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(5-10): Tank inspection indicates: 5 Pumpout not needed at this time. OTank must be pumped out this year (city code requires tanks to be pumped out every 3 years. Tank was last pumped l)-1 h-q 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 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): \\ 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. 14 Drainfield extent and condition unknown. COMIV1ENTS: S -CS- r-,-... :S r\Oc-N- c.0 P\;o...� d k R- 1-0 �q(-AC "(- � co,)-- s T P ,-q-4-.o r\ No c-,c-"'c_^ xU 0-(- S 2 ,---c-v\ -•1"v' .6\-L. d- 13 a o K a Date of Inspection Septic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a moitgage or other tiaasferr 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. . 4:, 0 . 1 T4 � .. CITYofORONO :y ; kms F,► Municipal Offices l 't..;:11.0-‘'1.0.Sy Street Address: Mailing Address: E83:I� 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: S A s c .,r e\\e'r.bac 1, - Address: SaS O(c>\grci Pq rk Rr) • 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): I a "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,and which is not failing or an imminent threat to public health or sai:ty. 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 ISIS 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 0^k^o'••'r, ), 7 Solids accumulation in tanks is at a critical a criticI 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): \\ 0 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 Drainfield extent and condition unknown. COMMENTS: (3 -I S-r e,-,\ . \0 oKS 0 \C _ v rl ta„t5 -‘.F -N,ey Avc. rwj- ber, --- -' .• - o \ Date of Inspection Septic System Inspector Not:: 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. ---1----%; CITY OF ORONO O 41. Municipal Offices O O Post Office Box 66 - 0 Crystal Bay, MN 55323-0066 r ON-SITE SEWAGE TREATMENT r$) ` ' ^I� INSPECTION REPORT 4.;44644\y Owner: fb)r"aA Shall Address: We Wm rmt-mm A(s.sE$`/1 Permit #'13:,53001 6.3.37 Dates:74 7bi 6--(0 -- / Contractors: 4/ ?E T 1-2-54t)7, (=. ,j ( f-e=Td-72.5e71 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,X.1„en existing system [ ] new construction) SYSTEM CONFORMITY (1-3):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)] 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): q 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): AT teld inspection indicates: rainfietd is dry, no surfacing evident. 1 . 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.): ///).----O1(tti COMMENTS: 5i5/lOs+1 kikela 'f0 f ✓4ce,i 6- f2 1-?e4 cf+,..) "I a) far'k e/( S a,a ,dhJ h P-i-tkw0) b r r,;AC 49// .j d tf� SPa l e,..1 L-A)t:, .. 714 6(p. 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 CITY OF ORONO O Municipal Offices O O Post Office Box 66 - ;y. Crystal Bay, MN 55323-0066 P ON–SITE SEWAGE TREATMENT 1 ' INSPECTION REPORT �t9 yI� gyp) kt Owner: /kbr# 5/1t4 I I Address: 5o S One`11'4126J PA�a� red, Permit #'s: /07'1y Dates: !''io-�!kg Contractors: L= tJ r PETE &r—, CO, 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 �Q an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): 1 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 [ ] 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): S c inspection indicates: f 5� Punpout not needed at this time. �'S 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. 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 pupped 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): Vfield inspection indicates: Drainfield 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.): W>HE/Q.SLf4-4!(L POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table.etc.): /old COMMENTS: IV U . .i,[r F e4 C i It c1 CSI 1 vis ec,L4 f ory q -- Vi Date of Inspection tic 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 ,1%'{r, ti Municipal Offices firr N. 4' - 1* Street Address: Mailing Address: 01 <Elmo 2750 Kelley Parkway P.O. Box 66 A Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: De be r&Ai 5I0 I I Address: 4100 Watertown Rd. Permit #'s: 5300, 6337 Dates: 9/1/78, 6/10/81 Contractors: Al Peterson, E. J. Peterson (This is [ L.-1/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 [ r/] 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 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.) DRAINFIELD 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 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 feet and the system is non-compliant. Repair or replacement of the septic system is required by 12/31/2005. / .001 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 • FAX 473-0510 v„ o4,. 0 0 ;, 0 ,,,,,, , _,f ,A,it„. ,,,, ! CITY of ORONO ! f tit Municipal Offices j Street Address: Mailing Address: `gkEgHOg' 2750 Kelley Parkway P.O. Box 66 , ( Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: />1)1"4y 5l U�l Address:505 Orchard Park Rd. 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, contruction, and location. Appears to be operating properly. 2 Compliant System: Does not meet all current City standards for new construction, but in most respects appears to be designed, located, and constructed in accordance � with previous codes and is functioning properly. ( Non-Compliant System: System may or may not meet current City standards for design, II JJ 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] has or [ ] has not been identified at this time. If the saturated soil level has not been identified, this classification is subject to revision. ) jilIK 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 [ ] were or ] were not confirmed to be watertight by the licensed pumping contractor. If the anks were not confirmed to be watertight, this classification is subject to revision. ) DRINFIELD CONDITION (11-14) : 11 ( 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.) : medium COMMENTS: The non-compliant septic system must be repaired by 12/31/2006 or within 90 days of failure (surface discharge) , whichever comes first. Date of Inspection Sep• ic 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 CITY OF ORONO . O .11 Municipal Offices O O Post Office Box 66 '_ Crystal Bay, MN 55323-0066 ';'1 ON—SITE SEWAGE TREATMENT a)., ' tyt INSPECTION REPORT r 1 � �9kESHO�� Owner: [—VA/7k kk—Rg.J Address: 798/) £At--i- wieN Pal Permit #'s:, 203/6. 7 Dates: 1 70/6'1O 7 Contractors:_:-, I, 144tdSA" R04-?Itor a.,01- City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is [, an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): ) CP "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 [ ] has or t 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): 1a 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. 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. 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 pumped out now. DRAINFIELD CONDITION (11-14): /) Dr nfield inspection indicates: Drainfield is dry, no surfacing evident. 'R 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.): /2fk .� COMMENTS: /„ Date of Inspection Se;" ic 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 , gv At CITY OF ORONO 0 Municipal Offices 4:.) L O Post Office Box 66 \Vf,. 31! Crystal Bay, MN 55323-0066 1' ON—SITE SEWAGE TREATh. .R)•r. INSPECTION REPORT '`'-‘9,4- -¢Y Owner: l�l�'li/� i?alk Address:® j .'� r\ Permit #'s: JS-46.M pates: ? L 7 7 /tom J Contractors: h T c /1 i #'v /eljY� City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is ✓\ an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): 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. "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)4._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): ." T inspection indicates: 5 Pumpout not needed at this time. 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. 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): /J Drainfield inspection indicates: 11 Drainfield 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 immediatel . Re airs must be completed within 90 days. - 14 Drainf e ex en con t ton un now . LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): i//� COMMENTS: / �� —�. 3 �i��� ern,,,. -Date of Inspection - . 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 CITY OF ORONO Municipal Offices (------"V00.11 L O Post Office Box 66 = f. Crystal Bay, MN 55323-0066 '(' r ON-SITE SEWAGE TREATMENT `� '',4q),._ INSPECTION REPORT •Ci kESH0)- Owner: bn]P' k e0/ \ Address:. g0S (w ird /2:/3y"k Ed Permit #'s: / Oh€_ Dates: Contractors: _l1l)AtGtd': 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 CA an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): ja 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 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 [ ] has orhas not been identified at this time. If the limiting soil characteristic has not been identified, this Asification may be subject to revision.) TANK CONDITION (5-10): 9 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. APSystem 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. Ins.- ' -rs (4" dia. pipe) must be installed in each tank at next pumpout. If tanks have not been pu -. out within t e .. -. - . 0 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): /9 Dyyee�infield inspection indicates: Ui' 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 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): gi Lkme� COMMENTS: -11-93 , r7li' � ;�� Date of Inspection S -ptic System Inspector �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 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 473-7357 OWNER FYan I6ket'c) ADDRESS 4100 1 hitv" PERMIT NO.'S. DATES 99-1-787(C-1°.421 CONTRACTORSt�l2 / i, rP4r3tor, 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 VC an existing system 0 new construction) 1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properly. U2 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'nspection indicates: 0 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 0 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) 0 Adequate ❑ High water table Low .Fair ❑ Lot size Medium 0 Poor ,Lake,wetland,or stream High 0 Inadequate Drainage 0 System is causing visible S� / sure discharge. W�/�/� moi, COMMENTS: ai�h SeG //Lal'\ D ��Al�I�� IS Jar , bYGyrrnC4P� /e near / I' /14 ►ov -N dyn/n4—el • `� Date of Inspection ptic 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 .1 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 473-7357 OWNER E?rencifkO4€S1N ADDRESS /G7i d i. Pel PERMIT NO.'S. WI/Ise 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 0 an existing system 0 new construction) D1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating gproperly. 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, g 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. O 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. O 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 ( (;4 Checked items may require your action) Tank inspection indicates: 0 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 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 0 Some evidence of surfacing,not critical yet. within 48 hours to eliminate surfacedischarge. 0 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 mstaneo in eacn tank ment or additions to drainfield. Contact the City Inspector at next oumoout.Jf_tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last t_hhree=ears,they should be pumped out now. 0 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 aLow Fair ❑ Lot size Medium 0 Poor ❑ Lake,wetland,or stream 0 High 0 Inadequate ❑ Drainage 0 System is causing visible surfs e discharge. ^� L COMMENTS: f LP nk-.� l,/ . _ /05+- Q D\--07 G�/V� ,5-10111 /C?`e un ro-- -5c9►-� }o e revU,��- obiern,. y a 9i Date of Inspection ptic 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