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HomeMy WebLinkAboutOnsite sewage treatment system/ On the North Shore of Lake Minnetonka ON-SITE SEWAGE TREATMENT CITY INSPECTION REPORT OF POST OFFICE BOX 66 O_O O 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER A-IV FU Ln4 CR ADDRESS 35-0S H/rtyzATA BLVD PERMIT NO.'S. "l% DATES 11-15-- 7K CONTRACTORS JFney da111vsvAf 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 ress has been inspected and appears to fall into the category checked below. IT 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. ❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates: should be pumped out as soon as possible. ❑ Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated Inspection risers missing—tanks could not be inspected. effluent to the surface. This condition may require replace- Inspection risers (4" 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 \11", Slope (depends on soil types,water Future Expansion Soil table ❑,and system condition) ` — Adequate High water table ❑ Low �I Fair Lot size Medium Poor Lake,wetland,or stream High ❑ Inadequate Drainage ❑System is causing visible surface discharge. A COMMENTS: bf'I�//Y J&-e o ST1-woIA16 /N I✓AT�R �V FLOOR 66C 11V 5Tq?y,0//✓G //V 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 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 SL rra FUlmer ADDRESS 3-SO-S- � PERMIT NO.'S. J ,�� DATES 1) 78 CONTRACTORS 'liLS City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basil.The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is A an existing system ❑ new construction) 0 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 11978 Code) but in most respects appears to be designed, located, and constructed generally in accordance with previous codes.System appears to be functioning properly;no major upgrading of the system is required at this time. 3 Does not meet current City standards in many respects relating to design,construction,or location.Appears to be operating adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at this time. 4 System may or may not meet current City standards for design,construction or location, but is failing to properly treat and dispose of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/ replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan must be submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CONDITION.( m Checked items may require your action) Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not ❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks ❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they ed out this year to help prevent future problems. should be pumped out now. ❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates: should be pumped out as soon as possible. ❑ Drainfield is dry,no surfacing evident. 3CLSystem is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge, turated and oisibly discharginguntreated ❑ Inspection risers missing—tanks could not be inspected, effluent to the surfaceT ' A - Inspection risers (4"dia.pipe)must be installed in each tank ment ora additions —dramfield. Contact the City lnsoector at next pumpout. If tanks have not been pumped out within immeolately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. lKnown. 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 1r4 Fair ❑ Lot size ❑ Medium ❑Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage V-System is causing visible surface discharge. COMMENTS: Date of Inspection qyptic 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 CITY OF ORONO O Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 a ON–SITE SEWAGE TREATMENT INSPECTION REPORT 9kESiI0 Owner: Address: 3: 05 li 'yZATaI p� : Permit # I s: Dates:_ Contractors:����+l��r� 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 i4an existing system E ) new construction) SYSTEM CONFORMITY (1-3): a 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 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 E I has or has not been identified at this time. If the limiting soil characteristic has not been identified, this 6Lassification may be subject to revision.) TANK CONDITION (5-10): - Tank inspection indicates: 5P ut not needed at this time. ¢, ds accumulation in tanks indicates they should be pumped out this year to help prevent future problems. ccunulation in tanks is at a critical level. Yanks should be pumped out as soon as possible. 8 ystem 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 to 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): IfK 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 jmMediatgly Repairs mump st be coleted within 90 days. 14 Drainfte extent and co ition UnKnown. LIMITING SITE FACTORS (slope.setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table,etc.): COMMENTS: Date of Inspection tic 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 0 Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 ON—SITE SEWAGE TREATMENT INSPECTION REPORT ti ��9kEsxo��o Owner: %he 6rAM T7�'I�er' Address: Permit #'s: 4a Dates: 1 —la-791 Contractors:SYmi 1_r4 CrW--_ 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 [Xl 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. 3 "NON-CONFORMING SYSTEM11-A prohibited system; a system located within a designated 100-year floodplain; any system which may or may not meet alt 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 LA 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. Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. 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 to each tank at next pumpout. if tanks have not been pumped out within the last three years, they should be pumped out now. 10 Inspectionpipe 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 pined out now. DRAINFIELD CONDITION (11-14): Drainfield inspection indicates: 11 Drainfield is dry, no surfacing evident. 1 Some evidence of surfacing, not critical yet. 3 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.): '�Q COMMENTS: �)I.[9►�' COV-7 -1 r? aw a=sae ry Date of Inspection -SeA5tic 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 property, 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 Date ADDRESS Connected to CODE SEPTIC S INVENTORY CARD Municipal Sewer Address L Pro"rt a�.�'llg�2� 13 Ur CSC,/ WELL DATA } I I Standard trench ❑ Mound System type ❑ Other Legal De r ion 3 — Z O I Permit No. fa of rmit / - jnsta c. p 1 °' No. droomsk E Buildin t Garbage -00 Buildingtype 6NN>< o GP 50-100 34J Laun Dishwasher Nu Disposal�� i E °o. N SEPTIC TANKS: enal - JG Ca •ty 1) /C90C�, 2) -- ------ ° `o <<oo.-8iec. G Proper outlet a d in Baffles s Liquid depth to RO level .r5 t* '- /-lD'' INSP�c i tuti P, G L� i Height of tank bottom ove water table istance to nearest building �O m DRAINFIELD: Total length of Tines Number of lines 2 Trench width N 7 Y C Total treatment area(sq.ft.) eight of drainfield above water table 3 t Type of filter material z oil type 1At2r-- 9t2ci�n1 CLAY toArH ,a H d O` + '� N trE PVC o n Distance from net bldg. Tile size y �' Perc rate min/in Y o v Depth of fill over dra fiel _Depth of rock over the i, under tile 122t c a o a' c0 3 LOCATION INSPECTION RECORD PUMPOUT RECORD SKETCH DATE COMPLIANCE DATE GALLONS V�ggSS GRowirvG vn/ ��� -/o-8'� Srtfa�oiv6 w�r�,p oN DF�� .3 �_ JCS i000 NEEQ S ST4C/c sir, svr�re-T� �an�G y i,•s. ,y,�„ W w x x 0 0 0 � I� `Y N 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 SYSTEM C0e1SiSTS of oNE SEPTIC- TA/u1C sf &00 z �. tIRAWF/Et-D 70 5_V6 AS D2Aj^3 FoR C66A1U/N(, /2u4Ns. Fr-oo'w J> A/".t coJEQED A—D GRA't6�D -rO Gxc-uDE so/ /D5. FECAL- WP-4 az To ac EXCu`Q6b PRarA CITY OF ORONO Date ADDRESS Connected to CODE SEPTIC SYSTEM INVENTORY CARD Municipal Sewer Address 3507 2A,A Bz;f Property I.D. /3 WELL DATA X Standard trench + I ❑ Mound - I System type ❑ Other L al Descr tion H/33 L- 2300 O Permit No. e o�rm / - - nstaller _1_��y _3GHNSGA2 ° O ,� m No. eB drooms Garbage ems, Buildingt _ = I ype r GPD 2 � Lau dry so"' Dishwasher Nu Disposal/l.,i� E a d SEPTIC TANKK. Materia S7 c• Capacity 1) /dt7fl 2) /000 ° 2 c 0 *M m a Proper outlet and inllee :bI fles `- Liquid depth to RO level _S = 3: '- 2 - Co c c FAp i ti`�(i C)K _1U 0 Height of tank bottom above water Distance to nearest building �D r E D i DRAINFIELD: Total lengtli s �© Number of lines Trench width C Total treatment area q. t.) Height of drainfield above water table 4- U 7-' 1 RCsL eRmtJ/U 5FWt1✓ Gi,AY /Q ^4 Type of filter ria l Soil type 1 yr G E r Distance from ne bldg. 3 s Tile size N�'R`�V Perc rate min/in ° d E n 'o U �' V Depth of fill over drainfield 2� Depth of rock over tile 2- under tile Z c a 10 E c 5 i LOCATION INSPECTION RECORD PUMPOUT RECORD SKETCH DATE COMPLIANCE DATE GALLONS OLA -r-A"K A9ANDC/,+6D -/O -b'b pyo 5U11e, C1nrQ N67,- Z — Syr�c,✓1� Q 2N'6" zz'd i r 3 o� 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