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Home My WebLink Aboutseptic info , � SEPTIC SYSTEM INVENTOR Y Address: 930 Dakota Ave. PID: 26-118-23 33 0024 Building Type residence #BRs/GPD: 3 #Systems 1 Units Billed 1 Permit#: 5564 Date of Permit: 5/21/79 Installer: Clover Hill Co. System Type standard trench Experimental: no Appliances lndry SYSTEM CONDITION Conformity: 3 Tank Condition: 6 DF condition: 11 Failure Pot: medium SEPTIC TANKS Material: concrete block Capacity: 1000, 1000 Setback to Bldg: 20 Cesspool: unknown DRAINFIELD Length of Lines 300 # Lines: 6 Trench Width: 3 Treatment Area: 900 Type of Filter rock Soil Boring: yes Tile Size: 4 Under Tile 12 Perc Rate: <60 Setback DF-Bldg: 30 DF Ht above Wt: 0 Soil Type: gravelly clay loam Limitations: water table WELL DATA Setbacks - Well-Tanks: 50 Well-DF: 75 Report in File yes Pump Type: subm. Depth: 121 Diameter: 4 Method: drilled INSPECTIONRECORD PUMPOUT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 4/9/79 routine inspection s 10/1/78 2000 5/23/79 added pump tank and 900 sf DF, no pum 6/12/92 2000 6/29/81 no surfacing-still using old DF 1 6/23/93 2000 7/5/85 no surfacing 1 9/23/87 no surfacing 1 6/18/90 no surfacing 1 7/31/92 no surfacing 1 9/20/94 non-conforming-repair by 12/31/96 3 8/28/98 connect to sewer by 12/31/98 3 �-=1-�,t\ < �-.s.��:� �,; �e..t; a � ��o � �� ee __ � � _ _ ----._ � ____ _ �►� N � �-- G � , D o �e�2��ar,� Pd�� ; �}�. �3�� 3'� T-� �n ��'b ��'� ��-�- `j�r� Ja�� 1� , d� �� a 0 �� 11 ��'Q — �'� � o.�,. 0 0 . ��.. ,� CITY of ORONO � !� Municipal Offices � '� ,�, �.�9 ' �.�G Street Address: Mailing Address: kE$g0�%;:% 2750 Kelley Parkway P.O. Box 66 - Orono, MN 55356 Crystal Bay, MN 55323-0066 � � r' ., Owner: ��'`�"t"•� �-" L�--�-f��i Address: 930 Dakota Ave. Permit #'s: 5564 Dates: 5/21/79 Contractors: Clover Hill Co. (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, 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 is [`] or is not [ ] identified under this septic system. If the saturated soil level is not identified, this classification is subject to revision.) TADIK CONDITION (5-9) : 6� � Pur,tpout not neede `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. 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 One or more tanks are cesspools, which means the septic system is non-compliant. (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) : 1; 11 Drainfield is dry, no sur Cing evident. -i 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 Insoector immediately. Repair must be completed within 90 days. 14 Drainfield extent and condition unknown. POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc. ) : medium COMMENTS: The septic system is non-compliant, but does not appear to pose an imminent threat to public health or safety (surface discharge or backup into the dwe�ling) . The residence must be connected to municipal sewer by 12/31/1998. � iti� ��. .l c� 9 �� /'�— Date of Inspection e ic Syste Inspector Note: In the event that this inspection report is used to satisfy the requiremer.ts 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 '�t G~ 9kESH��'� Owner: �� i�Y�\ Address: �i�Y JJ �Y�'�It� T/�(�, � P Permit #'s: Dates: �al-��Contractors: ��/il�Y J1� L� 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 [ ] new construction) SYSTEM CONFORMITY (1-3): � 1 "COOE 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 uaters. • "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 an feet of unsaturated soil or sand between the distribution device and the limitin soi characteristics. ,/� '�3 �,/ (The limiting soil characteristic �has or [ ] has not been identified at�thi�s tim . If the limiting soil /\ characteristic has not been identi ied, this classification may be subject to revision.> TANK CONDITION (5-10): � T,eAk inspection indicates: �y 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 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 uithin 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 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 punped out within the last three years, they should be pumped out now. DRAINFIELD COND[T10N (11-14): Drp�field inspection indicates: L�7 Drainfield is dry, no surfacing evident. TL Some evidence of surtacing, 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 unknoun. LIMITING SITE FAC70RS (slope,setbacks,etc.): l.� l4.� POTENT[AL FOR SYSTEM FAILURE (depends on soils,water table,etc.): /%l��f/Z�� COMM NTS: g � r' f �°tl r o � �, � - � �YT vj'Y� Date of Inspection Sep ic System Inspector �e � 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 locptien 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• �Y11l.�� 7'� Address• � �� 11�' • Permit #'s: Dates: _�� Contractors:�i,P�//j�//L.t�� City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site seuage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is �1 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 uithout discharging any pollutants into ground or surface waters. 2 "CONFORMING SYSTEM"-A system uhich does not meet all the location, design, and construction standards of the c�rrent 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 uaters. 3 "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 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 q'�} 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��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 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 dischar�e. 9 lnspection 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 pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): � Dp�i�field inspection indicates: �1Y Drainfield is dry, no surfacing evident. T2 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 uithin 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): /ry��. r - COMMENTS: ... _ .l'� 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 pre�nises uith the system loc�tion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner