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Home My WebLink Aboutseptic info � 1 .SEPTIC SYSTEM INVENTORY Address: 1100 Heritage Ln. PID: 10-117-23 13 0005 Building Type: residence #BRs/GPD: 4 #Systems 1 Units Billed 1 Permit#: none Date of Permit: Installer: Widmer Bros. System Type standard trench Experimental: no Appliances lndry,dshw,dspl SYSTEM CONDITION Conformity: 2 Tank Condition: 8 DF condition: 11 Failure Pot: medium SEPTIC TANKS Material: concrete block Capacity: 1000, 750 Setback to Bldg: Cesspool: no DRAINFIELD Length of Lines #Lines: Trench Width: Treatment Area: 600 Type of Filter rock Soil Boring: yes Tile Size: 4 Under Tile Perc Rate: Setback DF-Bldg: DF Ht above Wt: Soil Type: Limitations: WELL DATA Setbacks - Well-Tanks: 60 Well-DF: Report in File: Pump Type: subm. Depth: 179 Diameter: 4 Method: drilled INSPECTION RECORD PUMPOUT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 11/1/78 compliance s 4/30/86 1500 6/20/84 no surfacing-need risers 2 10/1/90 1500 9/24/87 no surfacing 2 5/17/93 1500 7/10/90 no surfacing 2 10/1/92 no surfacing 2 6/9/94 no mottling to 60",trench bottom 30" 2 4/13/98 same-no surfacing 2 -_�. �� t � �_��. � � ��o� t-��`-�a � �a � , � � , N G , . �� '� � X� ,: , a / � \ �� : \, � �� \ �� , '�� / / � � � T, L� �a'� �d'Q 7—a �'� c�Q�6 l b`� a 1� ��'� a�� , ��Jell — �q�.� 3� � � o� O ti"A O , ,�,��;�, ,� � �� C ITY of URONO � �� J �� s.��.�"��'`�;C, �ti Municipal Offices � `�i'�•T�!I:��i�f� G ,� ',,:-'��,;-.�,�� ,� Street Address: Mailing Address: �k'ESII�g' 2J50 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: Kur't RetZleZ' Address: 1100 Heritage Ln. Permit #'s: none Dates: Contractors: Widmer Bros. (This is [ ] an existing system [ ] new construction) . SYSTEM COMPLIANCE (1-3) : 2 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. 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 lavel is [ ] or is not [ ] identified under this saptic system. If the saturated soil leval is not identifiad, this classification is subjact to revision.) TANK CONDITION (5-9) : 8 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 ravision.) DRAINFIELD CONDITION (11-14) : 11 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. ) : medium COMMENTS: 4/13/9 8 c<.,� ,��-yr�l,� (�� 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 Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT � �, INSPECTION REPORT �� G~ �kESH�4'� Owner• I�Lff—J �� Address: O� , � • Permit #'s: {"1(�� Dates: � Contractors: P, lJ City ordi.nance 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 ,b�- an existing system [ ] neu construction) SYSTEM CONFORMITY (1-3): 1 ��CODE SYS7EM"-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. "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. 3 "NON-CONFORMING SYS7EM"-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 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 identi ied this classification may be subject to revision.) TANK CONDITION (5-10): � Tank 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 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 uithin the last three years, they should be purt�ped out now. 1 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been purtiped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): D field 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 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.): ��,�,.� COMM NTS: � �`' � �� I 4l'� `� - p � �('.�.. /'�°�1�_'a!��` Date of Inspection e ic System Inspector �G�1�� . Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other tran�sfe o � property, be advised that this report does not guarantee or certify that an existing system will continue to function� properlyi 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 loc�tien and pumping records. WHITE COPY/Inspectors File YEILOW COPY/Homeowner CITY OF ORONO � O� Mun9cipal Offices O � O Post Office eox 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT r�,, � INSPECTION REPORT '�� G~ 9kESH0g'� Owner: (eL'►r1�'� 1`�lP� Address: �� r11'li /�aC L-�, Permit #'s:Iln/1P. Dates: '^ Contractors: G��I�T�1�. 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 "CODE SYSTEM"-A system uhich 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 eftect 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 uhich 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 � has not been identified at this time. If the limiting soil characteristic has not been identified, this assification may be subject to revision.) TANK CONDITION (5-10): Tank 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 �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. 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 pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Dr field inspection indicates: �Drainfie[d is dry, no surfacing evident. 'f2 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.): ��/f�� COMMENTS: Date of Inspection 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 locatien and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner O�n tl.�c North Shore of� Lakc Mi�zTtetorzka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER ,cuv� ,/-- /C��ZlG� ADDRESS �� r�� 111�'I� PERMIT NO.'S. DATES CONTRACTORS ds• City Ordinance No, 210 requires that each on-site 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 (1978 Code) but in most respects appears to be designed, UA� located, and constructed generaily 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 potentiai 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 potlution 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 ( � 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 accumulation 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. 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 instailed 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. ❑ Drainfieid 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 disch rge. � COMMENTS: ��rL � �� --5 L! � O � �' � P/ , �-/�� 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 wili 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 On the North Shore of Lake it9innetoyaka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER Ktur"� �- . ��C �'1—r ADDRESS J�m �"I�� ct Gcr� Lc2_r,� PERMIT NO.'S. r DATES ' CONTRACTORS � I��c�m._�r �r:��=:, City Ordinance No. 210 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 fali 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. �Ij 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, �5^� located, and constructed generaily 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 upgrsding 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 ( � 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 accumulation 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. 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 soii types,water Future Expansion ❑ Soil table,and system condition) ��Adequate ❑ High water table ❑ �ow ❑ Fair ❑ Lot size f� Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visibie surface discharge. COMMENTS: `� ��{-�? � r" �; ' Date of Inspection Septic 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 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