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Home My WebLink AboutSeptic info „ _ __ , , ,SEPTIC SYSTEM INVENTORY Address: 1475 Shoreline Dr. PID: 11-117-23 23 0002 Building Type: residence #BRs/GPD 6 Systems/unit 1/1 Permit#: 719, 54 Date of Permit: �64, 12/14/78 Installer: Sullivan, Widmer System Type: wide trench Appliances: lndry SYSTEM CONDITION Conformity: 2 Tank Condition: 9 DF condition: 11 Failure Pot: medium SEPTIC TANKS Material: concrete block Capacity: 1000, 500 Setback to Bldg: 14 DRAINFIELD Length of Lines 200 #Lines: 3 Trench Width: 5 Treatment Area: 1000 Type of Filter: rock,sand�11 Tile Size: 4 Under Tile 12 Perc Rate: Setback DF-Bldg: 30 DF Ht above Wt: 3 Soil Type: loam Limitations: water table WELL DATA Setbacks - Well-Tanks: Well-DF: Report in File: Pump Type: Depth: Diameter: Method: INSPECTION RECORD PUMPO UT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 6/2/78 site inspection 7/16/81 2000 12/18/78 added DF (1000 sfl 2 4/17/85 1400 6/19/81 no surfacing 2 4/16/87 1500 7/23/87 no surfacing 2 9/25/90 1200 9/10/90 no surfacing-need risers,pump tanks 2 6/6/91 1500 5/3/94 conforming-pump tanks 2 7/19/91 1000 10/20/97 no surfacing 2 5/18/94 1000 9/12/94 1500 � r` 9/11/95 2000 � �J 11/6/96 1500 � �4 �'�G �; �Q � �� , lC��P , r, � . . , . � � ��e, ��' I� 5 S�a� - � � N � �r� �'� � �� I � � zn �6� �6 Ta , � � ��, �� b , � ;,��. ,� o �,y , ��. , .� �- � -� „ �,� ��h� � � �� i � I � �� ---�� ---� i � � ,\ � o� o ::,., o ��T�--� CITY of ORONO .� ��,��. � v�, ��„ e�="; .:�� ,�E� Municipal Offices �.� �'�� r G Street Address: Mailin�Address: �t�"��"` '� 9k�gg0�' 2750 Kelley Pa�kway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 � / owner: Address: 1475 Shorelina Dr. Permit #'s: 719, 5442 Dates: 12/17/64, 12/14/78Contractors: Sullivan, Widmer Bros. (This is [x� 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. 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. (Tha saturatad soil level [xj has or [ ] has aot been identified at this time. If tha aaturated soil leval has not besa ideatified, this classification ia subjact to revisioa.) TANK CONDITION. (5-9) : 9 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. (DurinQ the last septic tank Mainteaance Pwqpout ths tanks [ ] were or [�] were not confirmad to bm watertiQht by the licansed pua4pinQ coatractoz. If the tanks were not coafirmed to be watartiQht, this classification is subject to revisioa.) INFIELD CONDITION (11-14) : il 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.) : mndium COMMENTS: /��l� ` Date of Inspection S tic 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 (61Z) 473-7357 • FAX 473-0510 //�/• ,.l .s'u c4'.L<.��L.d-^� �l.Y� , � O� • O :��\ O ��-�� - CITY of ORONO � :�, �*l�:`� ,,, � �� v�',, '� � �,� �lS� Municipal Offices � ' �'� i� `� G _ �9��,�r�-i"�4.� Street Address: Mailing Address: kEBI;� 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 Point/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 with Boonestro Engineers, Phone 604-4863, should you have any questions or concerns about the project. Sincerely .'C/ • � ,�C � �� Gregory A. Gappa Telephone (612) 473-7357 • FAX 473-0510 . . . � �°� CITY OF ORONO O O Municipal Offices Post Offite Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAt�E TREATl�NT INSPECTION REPORT ti ti ��9� o4�G EsH. Owner: /��/�l� Address: � � �. i Permit �'s: ' Dates: �o�--��6� �o'Z-1`�'7�Contractors: City ordinance number 100 re�ires 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 ,J'�an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): 1 "CODE STSTEM"-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 STSTEM"-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 pollutents into ground or surface waters. 3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which mey or may not meet ell 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 �saturated soil or sand between the distribution device and the limiting soil characteristics. �(The limitin$ soil characteristic�has or [ ] has not been identified at this time. If the limiting soil characteristic has not been ident� ied, this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: Punpout not needed at this time. Solids eccunulation in tanks indicates they should be pu�ped out this year to help prevent future problems. Solids accumulation in tanks is at a critical level. 1'anks should be punped out as soon as possible. 8 System is discharging to the surface. Tanks must be pu�ed out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tenks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next punpout. lf tanks have not been punped out uithin the last three years, they should be punped out now. 10 Inspection pipe is lxated 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 ptmped out now. DRAINFIELD CONDITION (11-14): D ield inspection indicates: 11 Drainfield is dry, no surfacing evident. Sane evidence of surfacing, not critical yet. 13 Drainfield is setureted 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 �known. LIMITING SITE FACTORS (slope.setbacks,etc J: , � POTENTIAL FOR SYSTEM FAILURE (deaends on soils.water table,etc.): ��.� COMMENTS: � �'�(' 1 �' � �� Date o inspection e t System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transter of property, be advised that this report does not guarantee or certify that an existing system will continue to f�ction properly� but is merely an opinion of the adequacy of the system under current conditions besed on the available information. This report must be kept on the premises with the system locAtion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeow�r