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HomeMy WebLinkAboutseptic info CITY OF ORONO � O� Municipal Offices O � O Post Office Box 66 Crystal Bay, MN 5 5323-0066 � � ON–SITE SEWAGE TREATNIENT r� � INSPECTION REPORT ti ��9kESH��'�G T� S�,h Owner• Address• /!J �K�� �, Permit #'s:��1"� Dates: —"' Contractors: f/�'1 K-�'L'X,v►-� 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 U5� an existing system [ J 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 uithout discharging any pollutants into ground or surface waters. 2 "CONFORMING SYS7EM"-A system which 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 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 uhich 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 nsa between the distribution device and the limitin oi c aracteri • D�j��'�,�/ �a 3i-�b � (The limiting soil characteristic has or [ ] has not been identified 6t�this i'ime. If the limiting soil characteristic has not been identified, this classification may be subject to revision.) TANK CONDITION (5-10): � T tnspection 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. 7 Solids accwnulation 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 dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next purt�out. 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 punped out within the last three years, they should be pumped out now. DRAINfIELD CONDITION (11-14): Drp�field inspection indicates: Q]/ 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 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.): � o� COMMENTS: �S ) )Y� � � c t� � ' � r ' t�.. � �2 o n > r'�'o,��r-- ' � �. -��.�d. Date of Inspection Sep 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 pre�nises with the system locstion 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� � INSPECTION REPORT '�� G~ � 9kESH.�4 Owner: �SP� ��L7;►�I�� Address: ��� /1?r� �j'f�, Permit #'s:�'i'� Dates: � Contractors: —' 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 E�1 an existing system [ 7 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 uaters. 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 uithin a designated 100-year floodplain; any system uhich may or may not meet all the location, design, and construction standards of the current City Codes arxi uhich is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand betueen the distribution device and the limiting soil characteristics. (The limiting soil characteristic [ ] has or [�has not been identified at this time. If the limiting soil characteristic has not been identified, this c assification may be subject to revision.) TANK CONDITION <5-10): � 7ar�c 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 5olids 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 pixnped out uithin the last three years, they should be pumped out now. DRAINFIELD CONDITION C11-14): Dr nfield inspection indicates: 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 immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING S1TE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE Cdepends on soils,water table,etc.): 7/}�,;y�`M,.^ iiiu js 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 information. This report must be kept on the pre�nises uith the system loc�tien and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner SEPTIC SYSTEM INVENTORY � Addr: 910 Dakota Ave . PID: 26-118-23 33 0023 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: 5 DF condition: 11 Failure Pot : medium SEPTIC TANKS Material : concrete Capacity: 600 Setback to Bldg: 25 DR.AINFIELD Length of Lines : 100 No. Lines : 2 Trench Width: 2 Treatment Area: 200 Type of Filter: rock Tile Size : Under Tile : Perc Rate mn/in: Setback DF-Bldg: 50 DF Ht above WT: 0 Soil Type : Limitations : water table WELL DATA Setbacks - Well-Tanks : 50 Well-DF: 75 Report in File? : y Pump Type : subm. Depth: 116 Diameter: 4 Method: drilled INSPECTION RECORD PUMPOUT RECORD Date Compliance Date Gallons 6/24/81 no surfacing; appears to have replaced 2 1/1/81 9/26/83 no surfacing 2 7/30/85 1200 7/25/85 no surfacing; inspection pipe needs 2 5/29/91 1400 9/28/87 no surfacing 2 5/28/93 1000 6/18/90 no surfacing 2 5/27/94 1200 7/31/92 no surfacing 2 5/2/96 1200 9/20/94 non-conforming-repair by 12/31/96 3 �11Q �1��� ��� - ��- , . �, �� �U � N ���i�- � � � � _ _ � - �.- ` , , , � , , � � , ���� ,�, `� r� � � C T- � ��'� ��'6 - U��, I I �q'� - �'U �a���"a �t�� - 9,�- , � �lQ �, �4 �U � � N �zii-�- � _ � - _ � - _ �- ` � . , � , , � � , ���� -�� � � � � C T �, �{��� ��'6 - U��- I I �q'� - �'U