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HomeMy WebLinkAboutSeptic/sewer info CITY OF ORONO � O� Municipal Offices O � O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(3E TREATMENT � �, INSPECTION REPORT ti ��9kESH�4'�G Owner: // l�'�P����l"l ./z.�fi'I�-`�i"� Address: i� �� � s Permit #'s: ��# rQ�s�=Dates: h�'�� 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. (7his is �} 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 waters. 2 "CONFORMING SYSTEM"-A system uhich does not meet all the location, design, and construction starxlards of the current 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 waters. 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 an s tem with less than_3 feet of unsa�ur_ai.ed_ " � �` -1�� ,►� �JzE� between the distribution device and the limitind so� c aracteristics. _ _ _ —____ _.- _ �'t' - � . � , � , (The limiting soil characteristic [�-has or [ ] has not been identified at this time. tf the limiting soil characteristic has not been identified, this classification may be subject to revision.) TANK CONDITION (5-10): � T inspection indicates: L� 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 [nspection 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 p�xnped 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 within the tast three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Dr field inspection indicates: �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 irtmediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknoun. LIMITING SITE FACTORS (slope,setbacks,etc.): ''~ POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): /���-..,� f�i COMMENT : ` � - �P.$ 1 C�'> - � Y� �t�l,� , � � � � ''' Yl�� l� r 3��� 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�tic+n 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 „� �, INSPECTION REPORT ti ���kESHO�'�G Owner: �Q)'1'!P� l.�s-1 e Address: l"�Z�/ �Gv�(.�P 1��, Permit #'s: �'P��t(� Dates: �i�-�'� Contractors: �C���ictytl� 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. 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 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 p�} 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): '� 7prtl� inspection indicates: �./ 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 discharge. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next puripout. If tanks have not been pumped out within the last three years, they should be punped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been p�xnped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Dr field inspection indicates: 1�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 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.): ���� 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 prEmises with the system loc�tion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner /'� � %'�%��/ ,:c�rr.�C�if.�_��_,�_�/ 7 O� . O ; O �.;x�=�� � CITY of ORONO :,��, , .� ������ � j��, � r�,,� '�,�'i��n G�ti Municipal Offices i ���.�����.���,� Street Address: Mailing Address: kESH� 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 October 28, 1997 Dear Project Area Residents; Installation of the sanitary sewer lines and lift stations is complete for the Bracketts PointJ Bay Ridge sanitary sewer project. The system will be operational and available for residential connections as of Monday,November 3rd. All connections to the system must be completed by a state licensed plumber. A City permit for connection must be obtained by the licensed plumber who is going to complete the work. Payment of the Metropolitan Council Environmental Services SAC (Sewer Availability Charge) must be made when the sewer connection permit is issued. This charge is for the metropolitan sewer system downstream capacity that has been reserved for new sanitary sewer connections. According to Orono City Code, all connections to the sewer system must be made within 16 months of the official date that the system is operational for residential connections. Based on the availability date of November 3rd 1997, the deadline for connection to the system is March 3rd 1999. Effectively, this means that all connections will need to be completed before the end of the 1998 construction season. Restoration of the project area is scheduled for this fall with the final surface course of asphalt pavement scheduled for completion in 1998. Thank you for your assistance in this matter and patience and understanding during construction of this project. Please contact myself or Tom Kellog w�ith Boonestro Engineers, Phone 604-4863, should you have any questions or concerns about the project. Sincerely _,�/ , �I. ,�Cy � U�� Gregory A. Gappa Telephone (612) 473-7357 • FAX 473-0510 SEPTIC SYSTEM INVENTORY Address: 1461 Bayridge Rd. PID: 10-117-23 34 0004 Building Type: residence #BRs/GPD 2 Systems/unit 1/1 Permit#: 865 Date of Perinit: 8/5/59 Installer: McWilliams System Type: standard trench Appliances: lndry,dshw,dspl SYSTEM CONDITION Conformity: 3 Tank Condition: 5 DF condition: 11 Failure Pot: inedium SEPTIC TANKS Material: concrete block Capacity: 750, 750 Setback to Bldg: 0 DRAINFIELD Length of Lines 150 #Lines: 2 Trench Width: 2 Treatment Area: 300 Type of Filter: rock Tile Size: 5 Under Tile 12 Perc Rate: Setback DF-Bldg: 10 DF Ht above Wt: 0 Soil Type: clayey sand Limitations: water table WELL DATA Setbacks - Well-Tanks: 50 Well-DF: 75 Report in File: n Pump Type: subin. Depth: Diameter: 3 Method: INSPECTION RECORD PUMPO UT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 4/22/80 no surfacing 2 10/18/78 1600 9/22/83 no surfacing; located DF lines 2 5/6/83 1600 7/3/85 no surfacing 2 4/11/85 1500 8/4/87 no surfacing 2 4/21/94 1000 7/13/90 no surfacing 2 7/15/96 2000 7/21/92 no surfacing 2 12/19/97 2000 4/14/94 non-confonning-repair by 12/31/96 3 � ' +1 r � �- � , I�f61 �j�r�' I��, � � � � . � � z � � � � M � q a� � � � � �.. o � � . . � � '�l�'''1iC�i '� � � � � � A; `�'�; � ' � . �lSTirl� �I t.c��� . . . I : � . . . . : . . � . � � � � . . _ -- - ' �� � � . � . . i � . � .� :�� � _� � :3 � _�=-- — . � :�? �: . �. . ' �-- '.�-- —.--� , 1 iJ �,a ';� .. . . . , ,�c/ �� , , . . . I � ( ' �v� �,o N�l � �� � 1 ��� � `�: . �1�►nt-� . ; � I� ,�6 . � . � ,�c { ;,:': , . . . . , . �( n � `�,5 ��. h� :���:�.�t � • ' � • . I� .\ ;� C; � . 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