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HomeMy WebLinkAboutseptic info -Tu Kti1 NAivk KO A-L�) i v I I I I - �- - - - - - 2 xrov CITY OF ORONO Date ADDRESS Connected to CODE SEPTIC SYSTEM INVENTORY CARD Municipal Se r Address 380 1N'eNf1AM /CAb. Property I.D. —Z3 y2 WELL DATA Standard trench } O Mound C System type .17 Other Legal Description SE r m / L Permit No. /U 9 Z Date of permity fg -�o to Installer J0 fix.) ^!C_ m No. Bedrooms Garbage E m f Building type or GPD Bpe Laundry is Disposal C c I E m {� SEPTIC TANKS: Material CON C . Capac 1 2) J�©n } ° ¢ c 0 CL Proper outlet and inlet Baffles id pth to RO level 47 / } C m O Height of tank bottom above water table 6\ tan o nearest building �g / Q -z- E �1 DRAINFIELD: Total length of lines O t N r of lines Z Trench width 2 ? � a � c Total treatment area(sq.ft.) =� H ' ht rainfield above water table Q4 M M1` 'Type of filter material a_ o' type o E Distance from nearest bldg. 7� Ti size Perc rate min/in ° $ o c ] Depth of fill over drainfield epth of rock over tile 2 under the E N O d U 3 . T�iL �L STACK wfBP-�C6G OV�72} 8" BFt�w GIDE T1A#et__ NA_PA r2D . LOCATION INSPECTION RECORD PUMPOUT RECORD SKETCHty, DATE COMPLIANCE DATE GALLONS ° $u'T NV S�t�.gel•v� �tT � 9x12-83 /Up r�(,iKt_*, 7' 5ogF^C 6 B� �P/+/n�F�Ez`t� sdGv�s viol c Of Iq,?Z5 &` 0"p 051 KtF f�sr 'D1'SC'g4 P_G.5S 2 IVe Su RrtC1At6 Na D Z, ?1 Z3 — J IAI: Include: 1) Well location 2) Distance from house to septic tanks,dist.box, and drainfield Z7— CONFORMING 4—SUBSTANDARD Dk—NONCONFORMING 3) North arrow and road 12 3 ,iEs �ROr. ccN„�,�rdc s ria cry _ CITY of ORONO Municipal Offices Street Address: Mailing Address: `�kESYip¢ 2750 Kelley Parkway P.O, Box 66 Orono, MN 55356 Crystal Bay, MN 553230066 To: The Current Owner of Address Tc- 0/-A A!✓1 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 Identified 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 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 C)-- t 1-Us _ . The tank(s) should be cleaned through the manhole and not through the inspection pipes, this allows for proper cleaning. Comments: Inspect6`&EC Date of Inspection `/ Telephone (962) 249-4600 - Fax (952) 249-46:6 ww%-.ci.orono.mn.us 011 1 0 - ` � CITY of ORONO Municipal Offices Street Address: Q Mailing Mress: 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal #ay, UN 55323-0066 To Current Owner: �� h V Address: 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. YSTEM CONFORMITY (1-3): 1 "CODE SI'STEM"An LSTS whicbr meets all the location,design and construction standards of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" An LSTs which does not meet all the location,design and construction standards of the cuuseet 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 ISIS;an ISIS 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(5-7): Tank inspection indicates: Pumpout 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. ). Make sure sePtic-tanks are Pumped-through manhole and not through white inspection nicer This allws for the.Proper cleaning. Keen 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 seutage 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. VP uAINFIELD CONDITION(8-10): 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: M o�� �- 5 c�� � �•,�'lc� 10 ok ok Date of Inspection Matt Boltemian- c System Septi y Inspector Note: In die 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 i conditions based on the available information. i 'i CITE'of ORONO Municipal Offices Street Address; Mailing Addressc ESI; 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323.0066 95d-zi4q-4600 I To Current Owner: Address: 3 ?0 V ^ kq. �U 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 1 "CODE SYSTEM"An ISTS 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 irutalled 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 Tank inspection indicates: ©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. 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. DRAINFIELD CONDITION($-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 immedia:ely.Repairs must be completed within 90 days. CONSENTS: ���� ar,� S&Pk. 0 1S ^°�- Q)Y\a;t�-- Date of Inspection Matt Bolterman- Septic System Inspector Note:in the ev:nt that this inspection report is used to satisfy the requirements for a mortgage or other transfer ofproperty,be advised that this report does notguararntec or certify that an existing system will continue to function property,but is merely an opinion ofthe adequacy of the system under current conditions based on the available Information. j O O CITY of ORONO �' aY 3° titi Municipal Offices <17 J Street Address: Mailing Address: $Eggp 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 April 28, 2000 Douglas &Diane Merz 3 80 Turnham Road Maple Plain, Mn 55359 Dear Mr. &Mrs. Merz: An inspection of your septic system was conducted on April 24,2000. A summary of the inspection is below. Septic Tank Condition 1. Pumpout needed within one year(Last pumpout unknown). The septic system is a compliant system, meaning it meets all 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. Res .ectfully 1 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 612 249-4600 • Fax 612 249-4616 P ( ) ( ) o : o } -� CITY of ORONO lSr Municipal Offices t9 )q4`y Street Address: Mailing Address: kEggO 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: / Address:380 Turnham Rd. Permit #1s:6143 Dates:6/6/94 Contractors:E. J. Peterson Co. (This is X 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 [YJ 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) : 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 [ ] were or ON 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.) PjaINFIELD 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: Date of Inspection Se 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 9 FAX 473-0510 CITY OF ORONO Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 ON—SITE SEWAGE TREATMENT INSPECTION REPORT �kEsHo�� Owner: L /NfZ. Address: Permit Id's: Dates: h 6i/ Contractors: Li.JI l�'Y�CC1. 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'Van existing system [l new construction) SYSTEM CONFORMITY (1-3): 1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the current City Codes, but was installed according to the code in effect at the time of installation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 3 "NON-CONFORMING SYSTEM11-A prohibited system; a system located within a designated 100-year floodplain; any System which may or may not meet all the location, design, and construction standards of the current City Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand between the distribution device and_the limiting soil characteristics. (The limiting soil characteristic D9, has or I ) has not been identified at this time. If the limiting soil characteristic has not been identi'#ied, this classification may be subject to revision.) TANK CONDITION (5-10): Tit inspection indicates: �/ Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. 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): Drnfield inspection indicates: 1 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.): POTENTIAL FOR SYSTEM FAILURE (depends on soils water table,etc.): COMMENTS: Date of Inspection npfLd Sys em 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 Crystal Bay, MN 55323-0066 ON—SITE SEWAGE TREATMENT INSPECTION REPORT 0 9kESH0 " Owner:— I�YZ Address:®Ma r1�Q►�Y\ IC�. Permit #'s: Dates: 4'11W"M Contractors: T6hY�l a Aaienik-Q 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 POL an existing system ( ) new construction) SYSTEM CONFORMITY (1-3): 1 "CODE SYSTEM••-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 2 "CONFORMING SYSTEM••-A system which does not meet all the location, design, and construction standards of the current City Codes, but was installed according to the code in effect at the time of installation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. "NON-CONFORMING SYSTEMA-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 Del has not been identified at this time. If the limiting soil characteristic has not been identified, this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: 5 Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. 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 punpout. If tanks have not been pumped out within the last three years, they should be pumped out now. 10 Inspection pipe is located directly over tank baffle (does rot give accurate measurement of solids accumulation). If tanks have not been pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Drainfield inspection indicates: 11 Drainfield is dry, no surfacing evident. 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 DrainfreT eta condition un now LIMITING SITE FACTORS (slope.setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): 52 COMMENTS: Date of Inspection a 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 W7_-qV On the North Sbore of Lake Minnetonka ON-SITE SEWAGE TREATMENT CITY INSPECTION REPORT OF POST OFFICE BOX 66 _ONO 1335 S. Brown Rd. Crystal Bay, MN 55323 Ilk` 473-7357 OWNER �/yr� D 1�I11?i1'� ADDRESS 32n vnm b2p­, PERMIT NO.'S. DATES /o�b 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 4&an existing system ❑ new construction) 0 1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properly. 542 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.((0 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 rigs missing—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection risers IV dia.pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soil table,and system condition) Adequate ❑ High water table ❑ Low Fair ❑ Lot size Medium ❑Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: Date of Inspection i9eptic 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 II� On the North Sbore of Lake Minnetonka ON-SITE SEWAGE TREATMENT CITY INSPECTION REPORT OF POST OFFICE BOX 66 O. O 1335 S. Brown Rd. Crystal Bay,MN 55323 473-7357 OWNER ��✓ l'� 019YiCn ADDRESS ✓�/✓n�m �5(� PERMIT NO.'S. A0?f DATES q_/2`6 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 5A an existing system ❑ new construction) El1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properly. �'Qr 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, rc� 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 Drain ield inspection indicates: should be pumped out as soon as possible. 9 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 Ig Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection risers 14"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 wi immediately.Repairs must be completed within 90 days. the last three years,they s ou pum 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 f6 Low 91 Fair ❑ Lot size ❑Medium ❑Poor ❑ Lake,wetland,or stream ❑ High . ❑ Inadequate ❑ Drainage ❑System is causing visible // ,/suJ COMMENTS: c, /� / rfsdia 1 U Date of Inspection 19eptic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner On the North Shore of Lake Minnetonka ON-SITE SEWAGE TREATMENTCl TY INSPECTION REPORT OF POST OFFICE BOX 66 O_ONO 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER v "OmL VI�KIEN/ ADDRESS 3'�o 7_uiCNtLA-M ~� PERMIT NO.'S. l p / DATES 7 CONTRACTORS -SC"V111VC- 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 dress has been inspected and appears to fall into the category checked below. (This is an existing system ❑ new construction) 1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properly. 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, located, and constructed generally in accordance with previous codes.System appears to be functioning properly; no major upgrading of the system is required at this time. 3 Does not meet current City standards in many respects relating to design,construction,or location.Appears to be operating adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at this time. 4 System may or may not meet current City standards for design,construction or location, but is failing to properly treat and dispose of the current input, and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/ replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan must be submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CONDITION ( m Checked items may require your action) Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle. (Does not ❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks ❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they ed out this year to help prevent future problems. should be pumped out now. 11Solids accumulation in tanks is at a critical level. Tanks D infield 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 satdrated 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 \F .Cr apabilities for ❑ Slope (depends on soil types,water e Expansion ❑ Soil table,and system condition) Adequate \U High water table ❑ Low ❑ Fair Lot size Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: Date of Inspection ptic System Insp ctor Note: In the event that this inspection report is used to satisfy the requirementsf r 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