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Home My WebLink Aboutseptic info e � SEPTIC SYSTEM INVENTORY Addr: 3800 Dickson Ext . PID: 17-117-23 31 0020 Building Type : residence # BRs/GPD : 3 # Systems/units : 1/1 Permit No : none Date of Permit : Installer : unknown System Type : standard trench Appliances : lndry SYSTEM CONDITION Conformity: 3 Tank Condition: 7 DF condition: 11 Failure Pot : medium-high SEPTIC TANKS Material : Capacity: Setback to Bldg: 20 DRAINFIELD Length of Lines : No. Lines : Trench Width: Treatment Area : Type of Filter: rock Tile Size : Under Tile : Perc Rate mn/in: Setback DF-Bldg: DF Ht above WT: 0 . 8 Soil Type : Limitations : water table WELL DATA Setbacks - Well-Tanks : Well-DF: Report in File? : y Pump Type : subm. Depth: 330 Diameter: 4 Method: drilled INSPECTION RECORD PUMPOUT RECORD Date Compliance Date Gallons 6/7/82 no surfacing; system not located 7/12/86 1500 7/16/87 tanks located-no surfacing 2 12/1/87 1000 8/21/90 no surfacing-pump tanks 2 10/22/91 no surfacing-pump tanks 2 9/29/93 non-conforming-repair by 12/31/95 3 `�' �� , 5�� i ln �I�� 1 ��(,�l� � � �� C� "� P �� , � \ � .�� i�'��r� �_-X� � \. � __ � � N ' l C �rt - \_ �T��Y-� � �_ � � � � I I , , T�� v �� , � , , , � � � Q � �� , '� � � � -- - _._ _ i 1 � ; � CITY OF ORONO � O� Municipal Offices O � O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT r�,� � INSPECTION REPORT '�� G~ � 9kESH��' wner: 11�� Address: J�l.,iV L/iT�� /-_al'/Ph�� ermit #'s: i t(�� Dates: f/�'!� Contractors:_�/'�/V.xslq/j^. ity ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. he on-site sewage treatment system at the above address has been inspected and appears to fall into the category hecked below. (This is bCl an existing system [ ] new construction) YSTEM CONFORMITY (1-3): "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. ? "CONFORMING SYSTEM"-A system uhich 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 an s stem with less than 3 feet of unsaturated soil or sand between the distribution device and the limitin soi ' e�rlj'S/��$' (The limiting soil characteristic has or [ ] has not been identified at this time. If he limiting soil characteristic has not been identi e , this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection i dicates: 5 u needed at this time. � ulation in tanks indicates they should be pumped out this year to help prevent future problems. accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been Fwrnped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Dr field inspection indicates: y�Drainfield is dry, no surfacing evident. 12 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector imnediately. 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: r` • � '' . — -- � „ Pro l S Q Date of Inspection ` ptic Sys em nspector 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 certtfy 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 prFmises with the system location and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore of Lakc Mi�znetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 ' -},� - ' � OWNER �`�("i71.'_� I !�'1/�i�z ADDRESS � ��'L�� /_�'�`;�� A�/G'�"� PERMIT NO.'S. �%�'�'~� DATES CONTRACTORS City Ordinance No. 210 requires that each onsite 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 yy an existing system ❑ new construction) � � 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 Codel 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 surtace or groundwaters,or is creating a safety hazard,or is otherwise creating a public nuisance.Ptease 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 accumulatio� 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. withi�48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risers missing—tanks could not be inspected. effluent to the surface. This condition may require replace- Inspection risers (4" dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soil table,and system condition) ❑ Adequate ❑ High water table ❑ �ow �Fair ❑ Lot size � Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: '��,�� ',�.� �� /�'�'� Date of Inspection eptic 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 a�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 tbe North Shore o f Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER � / ADDRESS �� C�n ��'j'n'�^ PERMIT NO.'S. — DATES ` CONTRACTORS City Ordina�ce No. 210 requires that each onsite 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 ,� an existing system ❑ new construction) � � 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. D3 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: � �r 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_fluL�vithin�. the_last three years, they ed out this year to help prevent future problems. s ou�i Id be��*+��+��Ht. " ❑ Solids accumulation in tanks is at a critica� level. Tanks Drain ield 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 ❑ 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 dis harge. COMMENTS� � �/ � A v � ��/-�� . Date of I�spection 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