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HomeMy WebLinkAboutSeptic System Inspections CITY OF ORONO Date ADDRESS Connected to CODE SEPTIC SYSTEM INVENTORY CARD Municipal Sewer �\ WELL DATA Address db�1 V c2 HILLS KAO Property I.D. 0 3-//7-a 3 3^-I OC/C. I RI Standard trench G.cT cj [c.cx,C2 I 0 Mound a, System type 0 Other Legal Description `1'3 5 7 O-SCJ C O a,` r Permit No. 3,.30 Date of permit S'9'73 Installer Ouilf -SCA/ EXC o O No. Bedrooms Garbage c a, I Building type RESdQcMCc or GPD $ 61Z.. Laundry X Dishwasher X Disposal X 8 t= E a 0 SEPTIC TANKS: Material Capacity 1) 2) 0 ¢ c0 m a Proper outlet and inlet Baffles Liquid depth to RO level CD 0 m • Height of tank bottom above water table Distance to nearest building c m O DRAINFIELD: Total length of lines Number of lines Trench width N Y c Total treatment area(sq.ft.) Height of drainfield above water table ea v Type of filter material Soil type CD E r = Distance from nearest bldg. Tile size Perc rate min/in ° S. ov d > u ..' .. co Depth of fill over drainfield Depth of rock over tile under tile ca m E c w 3 0 0 LOCATION INSPECTION RECORD PUMPOUT RECORD SKETCH DATE COMPLIANCE DATE GALLONS N 4.-- 7-5-7x COM('I ifl/%CG in/s.O _ 3 i/-3oc�Y..i /VOD �' RACE LOW rPcJ64 i!! 4c.VJ 1 . 2 tSCNL 5: MIP2 2ep141� [�iAFF tSANO ' i etc L1Se- 6-1Y cC-,'+PL lair sv^I'wc,.t. ca •r3� s' 2/ -�4. fri/V. Ni;-:"l c'/A.(. ,t 3 6ka`e9e�t� I.77 drgj LI . ar lav h. s c,� 7 1)F , e/4tc, 3 wait 1— weetigig H,,,s go. , P Include: 1) Well location 2) Distance from house to septic tanks,dist.box, and drainfield C— CONFORMING S—SUBSTANDARD N —NONCONFORMING 3) North arrow and road CITY OF ORONO O O O Municipal Offices Post Office Box 66 '-�- i Crystal Bay, MN 55323-0066 P ON—SITE SEWAGE TREATMENT ,. ,'.A)r r• ti INSPECTION REPORT kESHO� Owner: air/ Riley Address: „.. )1-/OA 4 1 v .)-11)) i?•i Permit #'s: i'leJ Dates: / )oC Contractors: t 1. 11 Yah a). 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 tk an existing system l ] new construction) SYSTEM CONFORMITY (1-3): J 0 "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 characteristichas or I ] has not been identified at this time. If the limiting soil characteristic has not been ident ied, this classification may be subject to revision.) TANK CONDITION (5-10): S— T( — T5inspection indicates: 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): II Dyehnfield inspection indicates: (1Y Drainfield is dry, no surfacing evident. �l2 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.): t,Y. rile POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): Lam/ COMMENTS: ,x /-17 Ayer' i .Arse L/ Date of nspection Sept c 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 .----4 . CITY OF ORONO 0 Municipal Offices O L O Post Office Box 66 tib Crystal Bay, MN 55323-0066 '�' 1 ON—SITE SEWAGE TREATMENT .Al.� tel ' INSPECTION REPORT 41 0 9kESH04N. ' Owner: f iker' 2 feyAddress: �r(� iL ./_►_.s' I ` �/ Permit #'s: �tb ! Dates: /0-57,d7 Contractors: ET PPTe(s--o 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 pd an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): J "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 Lthe limiting soil characteristics. (The limiting soil characteristic [�tl- has or [ ] 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): ..L k inspection indicates: Ta 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): l) Dr,aair,nfield inspection indicates: (1Y Drainfield is dry, no surfacing evident. T2 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.): /4.)7f— POTENTIAL STPOTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): L o1x,/ COMMENTS: lAfAir f 7 Ri' -/6 Date o Inspection Sr: • is 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 iik, ok, O OCITYof ORONO "IA ; titi Municipal Offices . 4110‘0N.` G .t9ra• , 4.� Street Address: Mailing Address: jfEggO 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: /l�lIe\ Address: 2040 Webber Hills Rd. Permit #'s: 4676 Dates: 10/5/92 Contractors: E. J. Peterson Co. (This is [A] an existing system [ ] new construction) .6YSTEM 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 [X] has or [ ] has not been identified at this time. If the saturated soil level has not been identified, this classification is subject to revision.) 5K 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 06 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.) O2INFIELD CONDITION (11-14) : 11 Drainfield is dry, no surfacing evident. Some evidence of surfacing, not critical yet. Repair is not required at this time. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repair must be completed within 90 days. 14 Drainfield extent and condition unknown. POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc. ) : low COMMENTS: The gopher holes in the mound should be filled and the gophers removed to prevent future problems. i Date of Inspection 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 . "410' • - " ' 41 . li'0 . . . CITY of RON II;.; ,, . , ;„ Municipal Offices ' C. Street Address: Mailing address: :., s � 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 To: The Current Owner of Address ,2?O'JO Lk 13 6,2 i ii l S 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 L December 31, 2010 Other Septic Tank(s) Pump out Needed Yes liTo The City recommends the septic tank(s) and/or lift tank be serviced and pumped out every three ears. City records indicate the tank(s) were last pumped out on i 4 a rta`) . The tank(s) should be cleaned through the manhole and not through the inspection pipes, this allows for proper cleaning. Comments: Inspect©,:y q r A Y f , Date of Inspection a . Telephone (952) 249-4600 . .4a:, (952) 249-4616 www.ci.e.rono.mn.us °� . ,r CITY of ORONO i _; 4 1 1.l, �'" o 10, ,�ti Municipal Offices ° ,r �G Street Address: ci 5o1-a4 9-4(.0 0 Mailing Address:�gg0$' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 5323-0066 To Current Owner: Address: aU4D \'`r( Ltt }-.1115 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 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): b Tank inspection indicates: 5 Pumpout not needed at this time. OSeptic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years. Tank was last pumped 10 30-0 Z ). Make sure septic tanks are pumped through manhole and not through white inspection pipes. This allows for the proper cleaning. Keep water softner and iron filter discharge out of septic system to prolong life of drainfield. Ask pumper to test alarm float to verify alarm is still working in your house. The alarm warns owner that septage 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. IELD CONDITION(8-10): V Drainfield is dry,no surfacing evident. NF 8 . Some evidence of surfacing,not critical yet. 10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. COMMENTS: (`^0 v^ ) \ 0 o1(5 Ok 0 Vri Sqs4-,_ -i- 4c-3 )-ooc- Date of Inspection Matt Boltennan- 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. • .4?,, 0.4,. =r ; :, CITY of ORONO it,cr,-�j;r+ It, Municipal Offices 'Z i �'�'`� Street Address: �' • Mailing Address: Hog 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 95a-A4q-2-16o0 Crystal Bay, MN 55323.006 To Current Owner: Address: �d 40 V doh(r \M_S 'Z&, 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 Q "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 dccs 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 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): t)� 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 \0 --1 -el.._ ), 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. DINFIELD CONDITION CS--1O): (tj 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. • COILMENTS: r- C V r J ��t1 S c� : for.I�S \ca JL CHIC _ ' c ,i (c\—,L.f�- `.�5K-L' 1.; Ps ru i("`C)- yus,,_ d dr_ - cc-4c `-- \\-- ---6 -- 6- -,-Nr.74, -- &tit,Ec:-_______, Date of Inspection Matt Boltetman - Septic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer ofproperty,be advised that this report does notguaran:= or certify that an existing system will continue to function properly,but is merely an opinion ofthe adequacy of the system undercurrent conditions based on the availa'c information. 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 eh /OWNER � " / ADDRESS L � E 'i''' ' iEd PERMIT NO.'S. c a-e DATES 7ff CONTRACTORS a , 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 N 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. 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, IG 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. 0 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 ( (21 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 D ainfield 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. 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 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. 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) 0 Adequate ❑ High water table 0 Low 0 Fair ❑ Lot size 0 Medium 0 Poor ❑ Lake,wetland,or stream 0 High 0 Inadequate ❑ Drainage 0 System is causing visible T �i �- s rface isch rge. �,�y � �j�,� p�,�O�/ COMMENTS: Tie U!/�h iC.i- 5✓acQ r 529i'ei fkf kik-evev- _ K/ s-z4'iac� i� ecr;aYI'i 7 Date of Inspection S •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 system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner l 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 ADDRESS d040 t rs Ian PERMIT NO.'S. DATES � �7� CONTRACTORS Ot►derso - G. 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 1E3 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. El2 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. D 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 ( 21 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 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. 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 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 0 Low 0 Fair ❑ Lot size ® Medium 0 Poor ❑ Lake,wetland,or stream ® High 0 Inadequate ❑ Drainage 0 System is causing visible L surface discharge.+ COMMENTS: -lip- AY\ t5 fun(4;r111,n(*+ l'+ r`O� Olt1r r u.Ct"QA IASCV- CO — 3 - g 7 7770 ((((ffff � ` o my Date of Inspection stem Insp for 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 (ARL- l \ I LEy ADDRESS 2O6') Wis,-6, -R ///L z- S PERMIT NO.'S. 3 6, 3v DATES 73 CONTRACTORS (-)u vER_sottf L? Cs- City 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 a dress has been inspected and appears to fall into the category checked below. (This isan 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 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. 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. El4 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 ( 21 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 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 - —Ei Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. 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 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. 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) 0 Adequate ❑ High water table _____--El Low ---0 Fair ❑ Lot size 0 Medium 0 Poor ❑ Lake,wetland,or stream 0 High 0 Inadequate ❑ Drainage X.E-NNE-L LCC'}/(OA 0 System is causing visible surface discharge. n D/� COMMENTS: lO ,`.5 6 /8 L e rows/v.5 S/C A/ ()�/4 L!,c FEET- • T/W A 7C UG/-f /fc Z{<S' �� --- /S D :V K 4 W?J 'E A-u6 LA--s--7- / /� @llJfuA 'moi.. Date of Inspection septic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner 4:51:1 CITY OF ORONO O Municipal Offices O Post Office Box 66 ---=- Crystal Bay, MN 55323-0066 a ';' r ON—SITE SEWAGE TREATMENT 0044 ALA AV INSPECTION REPORT Owner: C 1�/ R, ,, Address: ,2;k7b 1A Y lt7 J13 ICD1 Permit #'s: ."Tg3Q Dates: S=11.13 Contractors: Oc/l/ri�,g'Y' EXC. 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 p/Of.an existing system [ 7 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 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 it4.has not been identified at this time. If the limiting soil characteristic has not been identified, this assification may be subject to revision.) TANK CONDITION (5-10): J0 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. 6P 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): 13 Drainfield inspection indicates: 11 Drainfield is dry, no surfacing evident. 1 Some evidence of surfacing, not critical yet. 3 Drainfield i -. .',. . -- imme•iately. Repairs must be completed within 90 days. . • 1- surface. Contact the City Inspector 14 Drainfieta exterft and-cundil,urr unknown. LIMITING SITE FACTORS (slope,setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): COMMENTS: cri-r,, r a )7)V ( Mak 4, CbL /), mol. 1 /!s ate o Inspection ✓eptic Syst-m 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