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HomeMy WebLinkAboutseptic info .SEPTIC SYSTEM INVENTORY s � • Address: 1085 Heritage Ln. PID: 10-117-23 13 0010 Building Type: residence #BRs/GPD: 4 #Systems 1 Units Billed 1 Permit#: 2834 Date of Permit: 8/26/71 Installer: Widmer Bros. System Type standard trench Experimental: no Appliances lndry,dshw,dspl SYSTEM CONDITION Conformity: 3 Tank Condition: 6 DF condition: 12 Failure Pot: high SEPTIC TANKS Material: Capacity: Setback to Bldg: Cesspool: no DRAINFIELD Length of Lines #Lines: Trench Width: Treatment Area: Type of Filter Soil Boring: yes 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: 50 Well-DF: 60 Report in File: n Pump Type: subm. Depth: 84 Diameter: 4 Method: drilled INSPECTION RECORD PUMPO UT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 10/3/78 DF surfacing-construction excavation n 7/13/81 800 10/10/79 new DF apparent in wet soils by wetland 2 5/22/87 1000 9/24/87 no surfacing-holes dug by lst tank 2 7/28/88 1000 7/10/90 no surfacing 2 5/4/90 1500 10/1/92 no surfacing 2 5/25/93 1500 6/9/94 non-conforming-repair by 12/31/96 3 8/20/93 1500 4/13/98 non-conforming-repair by 12/31/2001 3 12/28/93 1500 2/9/95 1500 ' ����� ` ` �� 1 � la �� � �. g ,, � . _, . ��, � � / i� � \ . � � ,� , � �� � ,/ � , / �, l �� . � � � � �� �� ,. , � � o� 0 0 j� � C ITY of ORONO ,,3��- r� ���� ��� ��� �" � � +�;' "�� �" � Municipal Offices � . � �,�P��'.��`!������'.�G Street Address: Mailing Address: .q � ���<r��,��' 4 $�gKO 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 owner: James Synder Address: lOB5 Heritage Ln. Permit #'s: 2834 Dates: 8/26/71 Contractors: Widmar Bros. (This is [ ] 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, cor.struction, 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 is [ ] or is not [ ] identified under this septic systam. If the saturated soil level is not idantified, this classification is subject to ravision.) TANK CONDITION (5-9) : 6 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. 10 The tank or tanks meet the definition of a cesspool and must be replaced within 10 months. (The tanks are [ ] or are not [ ] water tight or the condition is [ ] unknown. If the tanks are not confirmed to be watertight, this classification is subject to revision.) DRAINFIELD CONDITION (11-14) : 12 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 age and condition, soils, etc. ) : high COMMENTS: In order to confirm that your septic system meets Minnesota standards, soil borings were performed to verify a 3 foot separation betw�en the drainfield and the seasonal water table. The separation is 0 feet and the system is non-compliant. Repair or replacement of the septic system is required by 12/31/2001. 4/13/98 � �y� , Date of Inspection Septic 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 CITY OF ORONO � O� Municipal Offices O O Post Office Box 66 Crystal eay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT � � INSPECTION REPORT ti ��9kESH���G Owner: �rr,�� .Sv�� �i� Address• �• Permit #'s: � � Dates: �'''��p�� Contractors: 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 �an existing system [ ] neu 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 SYS7EM"-A system uhich does not meet all the location, design, and construction standards of the current City Codes, but uas 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 seuage 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 alt the location, design, and construction standards of the current City Codes and which is failing for any reason; and an s m uith less than 3 feet of unsa u between the distribution device and the limiting soi c arac er s. �,/� p,y✓JR, � '�3�{�/ � 1 h� b (The limiting soil characteristic 'S21 has or [ ] has not been identified at this time. If th limiting soil characteristic has not been identified, this classification may be subject to revision.) TANK COkDITION 5-10 : Tank insp cty�c�,� icates: 5 ur �]��+ needed at this time. � �'Sccumulation in tanks indicates they should be pumped out this year to help prevent future problems. ( 7% s accumulation in tanks is at a critical level. Tanks should be purnped out as soon aT s possihla `S System is discharging to the sur�ace. Tanks—mu'st�e pumpe3—out uitRlTf'4 o'8'T�urs to eCimiriate surface discharge. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next purtipout. If tanks have not been pumped out utthin 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 puriped out uithin the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Dr field insPection indicates: 11 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: � � '' Q 1 /C�p� � � Se ' � 1'1 P C' vra►�M�q J , Date of Znspection S ic 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 tnformat�on. This report must be kept on the prF�nises uith the system loc�tion 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 r�` ('y INSPECTION REPORT ti ��9kESH��'�G Owner: TarnFs �jl�U�iL�l� Address: Permit #'s: 0��3�`! Dates: ��"�/ Contractors:�L7m�r �i�(>..S- City ordinance number 100 requires that each on-site seuage 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. <7his is L� 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. "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 uhich 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 uithin 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 uith less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (The limiting soil characteristic [ ] has or �1 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): � T,anlG inspection indicates: C.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 �olids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. 7anks must be pumped out uithin 48 hours to eliminate surface discharge. 9 Inspectton risers missing-tanks could not be insPected. Inspection risers (4" dia. pipe) must be installed in each tank at next pumpout. lf 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 puriped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): L Dr,�jnfield inspection indicates: U Y Drainfield is dry, no surfacing evident. �`2 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector irtmediately. 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.): ��. J 1��, COMMENTS: �� Date of Inspection S ptic 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 informatton. This report must be kept on the pre�nises with the system loc�tion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner