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Home My WebLink Aboutseptic info .a.. SEPTIC SYSTEM INVENTORY Address: 340 Tonka Ave. PID: 05-117-23 14 0039 Building Type: residence #BRs/GPD 2 Systems/unit 1/1 Permit#: none Date of Permit: Installer: unknown System Type: Appliances: SYSTEM CONDITION Conformity: 3 Tank Condition: 8 DF condition: 13 Failure Pot: failing SEPTIC TANKS Material: Capacity: Setback to Bldg: DRAINFIELD Length of Lines #Lines: Trench Width: Treatment Area: Type of Filter: Tile Size: Under Tile Perc Rate: Setback DF-Bldg: DF Ht above Wt: 0 Soil Type: loam,clay loam Limitations: water table WELL DATA Setbacks - Well-Tanks: Well-DF: Report in File: y Pump Type: subm. Depth: 95 Diameter: 4 Method: drilled INSPECTION RECORD PUMPO UT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 9/14/78 no surfacing s 9/1/86 800 7/16/84 no surfacing 3 12/14/87 no surfacing-area dug where DF located?- 3 7/31/90 no surfacing-need risers,pump tanks 3 6/6/91 no surfacing-need risers,pump tanks 3 1/1/92 classification system changed 2 8/4/97 DF surfacing-hookup b 3/24/98 3 Ton � �f✓e . I IB 9i� aa 'D � i o �� o - = CITY of ORONO ,�! ,�✓rte',.`�.; �+ Municipal Offices Street Address: Mailing Address: '�C�ggOg� 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323.0066 Owner: / Address: 340 Tonka Ave. Permit #'s: none Dates: Contractors: unknown (This is [Q 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. 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 (A 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) : 8 5 Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped out this year. System is discharging to the surface. Tanks must be pumped out within 48 hours. 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 Punpout the tanks [ ] were or (A 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) : 13 11 Drainfield is dry, no surfacing evident. Some evidence of surfacing, not critical yet. Repair is not required at this time. 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.) : failing COMMENTS: Connection to municipal sewer is required by 3/24/98. 04-97 Date of Inspection —Seetic 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 a FAX 4734510 On the North Shore of ON-SITE SEWAGE TREATMENT CITY Lake Minnetonka INSPECTION REPORT i POST OFFICE BOX 66 OF 1335 S. Brown Rd. O_O O Crystal Bay,MN 55323 473-7357 OWNER J??_Y lei T KIAC n! ADDRESS 340 ✓vim �Q✓� PERMIT NO.'S, Abr- DATES v 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 5L 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. E12 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 W'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. 9 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 Q Low ❑ Fair ❑ Lot size46-Medium 4poor ❑ Lake,wetland,or stream ❑ High 1J Inadequate ❑ Drainage ❑System is causing visible j surf ce discharge. �j COMMENTS: / "� An —6z �pep �stwrN io r� r1✓ I Date of Inspection Ae6tic 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