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HomeMy WebLinkAboutseptic info .SEPTIC .SY.STEM INVENTORY f .�.� Address: 1160 Heritage Ln. PID: 10-117-23 13 0003 Building Type: residence #BRs/GPD: 4 #Systems 1 Units Billed 1 Permit#: 773 Date of Permit: 5/12/65 Installer: John Schoening System Type standard trench Experimental: no Appliances lndry,dshw,dspl SYSTEM CONDITION Conformity: 2 Tank Condition: 8 DF condition: 14 Failure Pot: medium SEPTIC TANKS Material: concrete block Capacity: 1000, 750 Setback to Bldg: Cesspool: unknown DRAINFIELD Length of Lines 200 #Lines: Trench Width: 2 Treatment Area: 400 Type of Filter rock Soil Boring: yes Tile Size: Under Tile Perc Rate: Setback DF-Bldg: DF Ht above Wt: Soil Type: Limitations: WELL DATA Setbacks - Well-Tanks: Well-DF: Report in File: Pump Type: Depth: Diameter: Method: INSPECTION RECORD PUMPOUT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 10/31/78 compliance 9/24/87 system not located 3 12/23/87 system not located 3 7/10/90 system not located 3 10/2/92 system not located 3 6/8/94 same-no mottling to 60",locate system by 2 4/14/98 no surfacing-need risers,pump tanks 2 � Cc�v►v�e�� � ��� �—zs—�� � ��wc� t � S�-�n��+ `�� �e ' � J I I�0 1-�-n�1� I�, � � I �, � -�. � � � � �� ! iV ' � i Q�� I � I ---- - ' � i I I I � '� G��I � s�'� 6�� � o� ,� o _ o �' � C ITY of ORONO !� r�, - ,,, i �,� , , ,,� ,� , ��� b ,�y;� y� � ����� �ti � Municipal Offices , t�,,., ,� ��� � ,1�.�1;���,d���".w0 Street Address: Mailing Address: `qlf�`gKQg' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 owner: Ray Zitzloff Address: 1160 Haritage Ln. Permit #'s: 773 Dates: 5/12/65 Contractors: John Schoaning (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 septic system. If the saturated soil level is not identified, this classification is subject to ravision.) 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 b� replaced within 10 months. (The tanks ara [ ] or are not [ ] water tight or the condition is [ ] unknown. If the tanks are not confirmed to be watartight, this classification is subjact to ravision.] DRAINFIELD CONDITION (11-14) : 14 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: 1 4�14/_9 g 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 5 5323-0066 � � ON—SITE SEWAGE TREATMENT � �, INSPECTION REPORT �� G~ 9kESH�4'� Owner• �` Address• s Permit #'s: �7� Dates:_ ��r��s Contractors: E�/r� �(�`/y�}��1Q 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 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 uhich 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 treat+:ng and disposing of the entire current seuage 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 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 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 timiting soil characteristic has not been identified, this classification may be subject to revision.) TANK CONOITION (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 purnped out as soon as possible. � System is discharging to the surface. Tanks must be pwnped out within 48 hours to eliminate surface discharge. [ns ection risers missing-tanks could not be ins cted. Ins ection risers 4" ' ' ' stalled in each tank at ext um o If ta ui in e ast three ars, they s ou �/ ou�now. e n j�' p, ►'r,t" � p✓/►� �11 DLB� f �rC t(7 . M �j 10 spect�on pipe is located directl over tafik b le (does not giv c�fira e measurement o s ids accumu tio ). If tanks have not been p�e�out within the last three years, they should be pumped out now. � �`A � ins fi� DRAINFIELD CONDITION (11-14): Drainfield inspection indicates: 11 Drainfie[d 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 [nspector immediately. Repairs must be completed within 90 days. ��i Drainf;ol.+ ..���r ...+ ...�•*inn mknown. LIMITING S1TE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): 1���_ COMMENTS• r � ;�- a � C i/ Q(� � i -� . - -9 ,.� Date of Inspection S tic System nspector Note: ln 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 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$)� � INSPECTION REPORT ti ��9kESH0�'�G Owner: T�Gi✓ Z�f'�'_IOH- Address: [�()Q f't�►ri��lF'� �'�• Permit #'s:�7� Dates:__�/,;Z-ES Contractors: TG�FY� .Si-,h/.k�11'�l'✓k.� City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-stte sewage treatment system at the above address has been inspected and appears to fall into the category checked beloW. (7his is �]-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 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 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 �C]. 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): 7ank inspection indicates: 5 Pumpout not needed at this time. 6 Solids accurtiulation 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. 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 purtipout. If tanks have not been pumped out within the last three years, they should be pixnped 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 uithin the last three years, they should be pumped out noW. DRAINFIELD CONDITION (11-14): Drainfield inspection indicates: 11 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 imnediately. Repairs must be completed within 90 days. � Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYS?EM FAILURE (depends on soils,water table,etc.): /h,,,,/��` �//RJ 7 COMMENTS: .S c:. � , R19 1'1" � • t�� r � �" oti� �� 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 information. This report must be kept on the prE�nises With the system loc=tien and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner