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'� ' '�, .L ,��`�a►,F,, .a �.� � ,�„�:' :��}, . . , 1��,�s'�'�'��j,�,��,�`�.�� i. , � •��,�'�,:/,"'}�;' a�',,,;,.� f� .'' .�,f`...:,.,�� y'�� ',�'1,,.�"��.'�`°r�,��►��%'�� `�i�� ``�.. �,. ' • . � ..:=c,+::<� t.=•. � � .�. � "� . t� '''�$�� 1. .. � �'�T � .�+�„�� y�. �\ '� �t'�'.1 � �_ !_��.:''�t'r�`� �a�SIL �.,��•1`�,.. �_. . -.� 9�� ,4��. -��h-� �� 'l� g�� O� O _., O �� =�� _ �'�; C ITY of ORONO �._�,'�-- � l�—" D+ � �� ;: "� �' �, � Municipal Of6ces .�, �,; �:;��,� ti� �,t�II r�: t'��',�G Street Address: Mailing Address: �kESH�g 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 January 6, 1994 Mr. David Lundberg 900 Dakota Avenue Long Lake, Minnesota 55356 Dear Mr. Lundberg: Due to the extremely wet year, we realize that the required repair of your septic system may have been difficult to complete last summer. This is a reminder that the septic system repair will be required next year. A licensed septic contractor must get a permit from the City of Orono by July 15, 1994 for the repair of your septic system. The procedure for completing septic system repairs is shown below. Please contact me at the City offices if there are any questions. PROCEDURE FOR SEPTIC SYSTEM REPAIR l. Hire a Site Evaluator/System Designer to do the soil testing and system design. 2. Submit the design to the City for approval. 3. Once the design is approved, have one or more contractors bid on the approved design. 4. The contractor you choose should then obtain a permit from the City before starting work. He will call the City for the required inspections. Sincerely, � /V,�,��-----� Stephen Weckman On-Site Systems Manager SW/ch Enc. Septic Report List of Septic Contractors and Site Evaluators/Designers Telephone (612) 473-7357 • FAX 473-0510 CITY OF ORONO � O� Municipal Offices O � O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON-SITE SEWAGE TREATMENT r�,� � INSPECTION REPORT ti ��9kESH04�G Owner• � Address• � . Permit �'s: � Dates: �/4��{�oK`TL�:ontractors: `� � �� 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 belou. (This is j�J, an existing system [ 7 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 uaters. 2 "CONFORMING SYSTEM"-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. "NON-CONFORMING SYS7EM"-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 uhich is failing for any reason; and any s s ' h less than 3 feet of unsaturated soil or sa�! between the distribution device and the limiting soi c aracteris�tcs. �i7( <The limiting soil characteristic 'h�has or [ ] has not been identified at this time. [f the limiting soil %\ characteristic has not been identifled, 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 p�ped out this year to help prevent future problems. 7 Solids accurtiulation 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. lnspection risers (4" dia. pipe) must be installed tn each tank at next purtipout. If tanks have not been pumped out within the last three years, they should be purtiped 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): Drainfield inspection indicates: 11 Drainfie[d is dry, no surfacing evident. J,2� Some evidence of surfacing, not critical yet. '[�/ Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediatel�._ $gpair� ��* � comoleted within 90 dav�. 14 D ra i nf t�'tl'�'R e'�nf-and cor�t t i on unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): COMMENTS: e � � � �� OY 7� _ , 1ac'L�,,��- ��cr Date of nspection Sep ic System ns ector Note: !n 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 utll 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 rt�ust be kept on the pre�nises with 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 a � ON—SITE SEWAGE TREATMENT r�`, � INSPECTION REPORT '�� G~ �kEsxo4'� Owner: �/�(�t�iC/ L-�i�� Address: /!�� .C��'"rf 1/° . Permit #'s: � D i � Dates:�'��-;c�G� Contractors: �-- /�� )� �7C'i'�r, 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 [�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 uithout discharging any pollutants into ground or surface waters. 2 "CONFORMING SYSTEM"-A system which does not meet alt 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 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 [ 7 has or [ ] 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� inspection 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 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 uithin 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): Drainfield inspection indicates: 11 Drainfield is dry, no surfacing evident. Some evidence of surtacing, not critical yet. 3 Drainfield is s ' ' eated effluent to the surface. Contact the City Inspector imnediate irs must be completed within 9 _ 14 DrainfTet�z'�t�and co i . ' LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): ��9� ! COMMENTS: i��7 ,r ,!6-� 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 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�tien and pumping records. WHITE COPY/I�spectors File YELLOW COPY/Homeowner �1 � ' i � i � �-i ?� � a� � , a �--- � ;�� g ' T,�,� 3�i� � y9'� � ' � -- � T�( � 52` �� a c��, ' o� Z �.r--- �� I ` '� i � / I � . � I ` ; i � ' I � �' � � _` \ 1 4 ��,� � — — � , - - - . =x�,o , — \� �. ` � - -� ' \ 1 � \ 1 \ 3 � �- I � � � � � � � � , �� — � , , � — --- --- ---—-- --T � a � � � � SEPTIC SYSTEM INVENTORY Addr: 900 Dakota Ave . PID: 26-118-23 33 0018 Building Type : residence # BRs/GPD: 3 # Systems/units : 1/1 Permit No : 8140 Date of Permit : 10/23/85 Installer: E . J. Peterson System Type : standard trench Appliances : lndry SYSTEM CONDITION Conformity: 3 Tank Condition: 5 DF condition: 13 Failure Pot : surfacing SEPTIC TANKS ` Material : precast concrete Capacity: 1000, 1000 Setback to Bldg: 36 DR.AINFIELD Length of Lines : 250 No . Lines : 3 Trench Width: 3 Treatment Area: 750 Type of Filter: rock Tile Size : 4 Under Tile : 6 Perc Rate mn/in: Setback DF-Bldg: 50 DF Ht above WT: 0 Soil Type : loam, clay loam Limitations : water table WELL DATA ' , Setbacks - Well-Tanks : 60 Well-DF : 54 Report in File? : y Pump Type : subm. Depth: 128 Diameter: 4 Method: drilled INSPECTION RECORD PUMPOUT RECORD Date Compliance Date Gallons 6/29/81 no surfacing 2 6/7/82 1500 7/22/85 DF is soft, but not discharging 2 6/4/84 1500 10/23/85 Added tanks and 750 SF of DF 1 10/24/85 1500 6/18/90 no surfacing 1 5/1/88 2000 9/19/92 DF discharging 3 4/1/92 2000 9/19/94 DF discharging-non-conforming 3 1/24/93 2000 2/9/96 1800 1/2/97 2000 �� /c___ �