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Home My WebLink Aboutseptic info � .SEPTIC .SY.STEM INVENTORY � . _ Address: 1420 Shoreline Dr. PID: 11-117-23 22 0002 Building Type: residence #BRs/GPD 4 Systems/unit 1/1 Permit#: 868, 68 Date of Permit: 4/65, 11/8/82 Installer: Sullivan, Sullivan System Type: standard trench Appliances: lndry,dshw,dspl SYSTEM CONDITION Conformity: 1 Tank Condition: 9 DF condition: 11 Failure Pot: medium SEPTIC TANKS Material: concrete block&pr Capacity: 1000, 1250 Setback to Bldg: 50 DRAINFIELD Length of Lines 270 #Lines: 5 Trench Width: 4-5 Treatment Area: 1190 Type of Filter: rock Tile Size: 4 Under Tile 6 Perc Rate: 36 Setback DF-Bldg: 30 DF Ht above Wt: 3 Soil Type: clay loam Limitations: none WELL DATA Setbacks - Well-Tanks: 50 Well-DF: 60 Report in File: Pump Type: Depth: Diameter: Method: INSPECTION RECORD PUMPOUT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 7/16/79 DF surfacing 4 12/7/81 1000 8/10/81 DF surfacing 4 3/1/88 1000 10/20/82 meeting with owner 5/1/91 1000 11/8/82 added tank (1250ga1,750/500),DF (1190 s 1 5/20/93 800 5/15/87 no surfacing 1 10/17/95 1000 9/10/90 no surfacing 1 5/3/93 no surfacing 1 10/20/97 no surfacing-house abandoned, not septic 1 � - � oN � l�- N 9 o� � b,�h A � . . �p — I�Ct inl S�lt�t� T �'�t �9 St . � _ _ __ _ _ � � � � � � I )�f� S�{��rye. ��: �� L�' i � �� ; � ; r \. ;' \ 1 � _ - - - - - _ -.- i _ � , __ -- - _ _ � ; � �� / p _ � � � � X� , ( ��X�� 1 � ��X�� I � � . I � � � _ � � � C� � i � � � � i T,^ -��,'�a �'� l �� 'o � �o� o ,`.� o �� CITY of ORONO .� t�� `, � ''3 'y�, :�`d� l4 Municipal Offices '� � � Gti Stnet Address: Mailing Addross: �9�C�;ggOg'� 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 � Owner: Address: 1420 Shoreliae Dr. Permit #'s: 868, 6872 Dates: 8/4/65, 11/8/82 Contractors: Sullivan, Sullivaa (This is [� ] an existing system [ ] new construction) . YSTEM COMPLIANCE (1-3) : 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 level [��] has or [ ] has not beea identified at this tima. If the saturated soil level has not "bean ideatified, this classification is subject to revision.) 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 ye�ars, they should be pumped out and risers installed now. � 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 Maintenance Puuu�pout the tanks [ ] ware or [�] ware not confirmed to ba watertight by the licensed pumpinQ contractor. If the tanks wara not coafirmad to be watertiQht, this classification is subject to revision.) INFIELD CONDITION (11-14) : 11 1 Drainfield is dry, rio 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: I� � Date of Inspection eptic 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-�357 � FAX 473-0510 .Y � // „O�� ''\ / � � �� \v �; o �� o �, , ��:�� _ �� CITY of ORONO � � ��'�'��'� � �+ � 1 �, ��M��'' ,'� ti Municipal Offices ,� i a� 1,�� I �`,r,�� ('��' ,t "�_`� �� .� Street Address: Mailing Address: '9k'�gp4' 2150 Kelley Parkway P.O. Box 66 ��=__� Orono, MN 55356 Crystal Bay, MN 55323-0066 ��f��G �. Owner: � �ddress: 1420 Shorelina Dr. Permit # 's: 868, 6872 Dates: 8/4/65, il/8/82 Contractors: Sullivan, Sullivan (This is [� ] an existing system [ ] new construction) . YSTEM COMPLIANCE (1-3) : 1 Code System: I�eets or exceeds current City standards in all respecLs reiating 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 [ �] has or [ ] has not been idantifiad at this time. If the saturated soil lavel has not �been identified, this classification is subject to revision.) 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. (� 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. (During the last septic tank Maintenance Pumpout the tanks [ ] were or � ] ware not confirmed to be watertight by the licensed pumping contractor. If the tanks were not confirmed to be watertight, this classification is subjact to ravision.) AINFIELD CONDITION (11-14) : 11 1 Drainfield is drv, no surfacinq 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: �� _. Date of Inspection eptic 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 .SEPTIC .SY.STEM INVENTORY , , - Address: 1420 Shoreline Dr. PID: 11-117-23 22 0002 Building Type: residence #BRs/GPD 4 Systems/unit 1/1 Pernut#: 868, 68 Date of Permit: �/65, 11/8/82 Installer: Sullivan, Sullivan System Type: standard trench Appliances: lndry,dshw,dspl SYSTEM CONDITION Conformity: 1 Tank Condition: 9 DF condition: ll Failure Pot: medium SEPTIC TANKS Material: concrete block&pr Capacity: 1000, 1250 Setback to Bldg: 50 DRAINFIELD Length of Lines 270 #Lines: 5 Trench Width: 4-5 Treatment Area: 1190 Type of Filter: rock Tile Size: 4 Under Tile 6 Perc Rate: 36 Setback DF-Bldg: 30 DF Ht above Wt: 3 Soil Type: clay loam Lunitations: none WELL DATA Setbacks -Well-Tanks: 50 Well-DF: 60 Report in File: Pump Type: Depth: Diameter: Method: INSPECTIONRECORD PUMPOUT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 7/16/79 DF surfacing 4 12/7/81 1000 8/10/81 DF surfacing 4 3/1/88 1000 10/20/82 meeting with owner 5/1/91 10� 11/8/82 added tank(1250ga1,750/500),DF(1190 s 1 5/20/93 800 5/15/87 no surfacing 1 10/17/95 1000 9/10/90 no surfacing 1 5/3/93 no surfacing 1 10/20/97 no surfacing-house abandoned,not septic 1 � ` l�f� 5"1,��►�e��r� �: � . � � � L _ _ . _ , ; ,., . . ; .. �-� `, . . . � - : - : =- % � � � � - - - - - _ __ --.- . I '.�� t...../�� i ti. ' / � � � / � � . . / O ��x6C3' , I � ��X�i ��X�; I � �'X� � � 1 �� i � � I J _ , . .� . � , �� .. . _ _ _ _ . _ � . � ..`s � � � � � � � � � �} i� 1 T ��,�� 1� � � I �� '0 � � v • � SEPTIC SYSTEM INFORMATION SHEET WHAT IS IN MY BACK YARD AND HOW DOES IT WORK? .. .... ___ Most houses built in Ororio after 1960 where city sewer is not available have two septic tanks, one or more distribution boxes and a number of drainfield trenches . In the septic tanks, heavy sewage solids will settle to the bottom and be decomposed by anaerobic (oxygen-free) bacteria action. Floating solids such as grease, fat, and soap scum will be retained inside the tank by baffles at the inlet and outlet . This ensures that the effluent entering the drainfield is relatively free of solids, which tend to clog up clay soils. Many houses built after 1975 have mound drainfields . These systems function on the s�m� principles as trench drainfields except that the trench bed is installed above the original ground to provide a separation from the seasonally high water table and allow the system to function adequately. TRENCH SYSTEM p c -a-, � c —e c �o � a-z' c -a o o�� . � , a o • o � r� � s y. � � - . d y �=i. .. . � � i i�-'. � � • � • -!— C f9 e� . . . • .._ II��.,.,1.�t ��. . . ; : . floating solids distribution box - •-• -, drainfields sludge : � J • IvIQUND SYSTEM _. _='':'�rt, •r•sr.� •; _s•i- �1��r= _._. �ing chamber HOW CAN I MAKE MY SEPTIC SYSTEM LAST LONGER? l. Do not use your toilet or kitchen sink as a garbage can. Undigested foods and cigarette butts will not decompose in the septic tanks (this includes the use of garbage disposals ! ) . 2 . Have your tanks pumped at least once every three years (once every two years is necessary with garbage disposals) . This will probably cost you $80 - $125 . If you do not specifically ask the pumping contractor to open up your tanks, he will probably just put the � hose down the inspection riser and drain the liquid from the tanks. This inethod will not effectivelv remove the solids! The tanks should be opened in order to. stir the contents while pumping to break up the sludge and scum layers. The baffles can also be cleaned, examined, and repaired (if necessary) at this time. CITY OF ORONO � O� Municipel Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(�E TREAT�IT �ti INSPECTION REPORT �� G 9kEs8o4' Owner• ��U J"� �� Address• /��C7 ,��Ji�'l�J JJ� .� . Permit #'s: Datea: ��f-S�//�-��Contractors: S//��J1//�Lo�'�_ City ordinance nunber 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 betow. (This is�] an existing system [ ] new construction> YSTEM 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 S1'STEM"-A system which does not meet all the lxation, 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-C�IFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which may or mey not meet all the location, design, and construction standards of the current City Codes end 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 limiting soil , characteristic has not been identified, 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 rxnped out this year to help prevent future problems. 7 Solids accumulatiw� in tanks is at a critical level. Tanks should be punped out as soon as possible. 8 System is discharging to the surface. Tanks must be punped out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next punpout. If tanks have not been punped out Within the last three years, they should be punped out now. 0 lnspection pipe is located directly over tank baffle (does not give accurate measurement of solids accunulation). If tanks have not been punped out within the last three years, they should be punped out now. DRAINFIELD CONDITION (11-14): D�nfield inspection indicetes: 1 Drainfield is dry, no surfacing evident. Sane evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City [nspector immediately. Repeirs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (stoae.setbecks,etc.): POTENTIAL FOR SYSTEM FAILURE (decends on soils.water table,etc.): � � � COMMENTS: Date of Inspection e ic System Z spector 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 cert�fy that an existing system will continue to function properly� but is merely an opim on of the adequacy of the system under current conditions based on the available informat�on. This report must be kept on the premises with the system lxation and pun�ing records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner . • . . � � - July 29, 1997 STATE LICENSED SEPTIC CONTRACTORS WORKING IN THE CITY OF ORONO Bauer Trucking JB Diggers , • 17751 63rd Avenue North 6957 West Highway 10 Maple Grove, MN 55311 Anoka, MN 55303, 559-2721 753-6468 Bud Gleason Larry's Onsite Septic 19300 63rd Avenue North 4980 County Road 10 East Hamel, MN 55340 Chaska, MN 55318 478-6926 448-2176 Clover Hill Company, Inc. Marty Excavating** P.O. Box 354 7185 Rutz Lake Road Loretto, MN 55357 Mayer, MN 55360 479-2297 657-2548 Dasen Contracting Co, Inc. Patnode Brothers P.O. Box 169 23200 109th Avenue North New Market, MN 55054 Rogers, MN 55374 461-2100 428-7393 DKH Excavating, Inc.** Ritter Excavating 7700 Highway 101 7120 Vernon Street Shakopee, MN 55379 Rockford, Mn 55373 445-8440 477-5649 Don's Backhoe & Excavating** Sullivan's Services, Inc.** 110th Street 3660 Highway 101 South Cologne, MN 55322 Wayzata, MN 55391 466-5959 473-4300 Elmer J. Peterson Company** Swedlu�d Septic** 5921 Dague Avenue Southeast 9520 Laketown Road Delano, MN 55328 Chaska, MN 55318 471-8151 442-5855 . Hayes Excavating Volkenant & Sons, Inc.** 263 82nd Street Southeast 1030 County Road 83 Montrose, MN 55363 Maple Plain, MN 55359 ` 479-1762 479-1547 Ingleside Engineering Widmer Brothers, Inc. 4920 Highway 55 P.O. Box 219 Loretto, MN 55357 St. Bonifacius, MN 55375 479-1869 446-1495 . **State Licensed Septic Pumpers . . '� r LICENSED SITE EVALUATORS WORKING IN THE CITY OF ORONO Development Engineering, PA Rusty's Percolation Testing � �� 9051 Flying Cloud Drive 11481 Riverview RQad Northeast ' � Eden Prairie, MN 55347 Hanover, MN 55341 942-9262 612/498-8779 . Don's Backhoe & Excavating S-P Testing, Inc. 110th Street 951 Katydid Lane Northeast Cologne,.MN 55322 St. Michael, MN 55376 466-5959 497-3566 Ellestad Land Services STS Consultants, Ltd. 200 Central Avenue 3650 Annapolis Lane Buffalo, MN 55313 Minneapolis, MN 55447 963-5964 559-1900 Greenhaven Evaluation& Design Swedlund Septic 816 South lOth Street 9520 Laketown Road Delano, MN 55328 Chaska, MN 55318 972-2110 442-5855 Ingleside Engineering Volkenant & Sons, Inc. 4920 Highway 55 1030 County Road 83 Loretto, MN 55357 Maple Plain, MN 55359 479-1869 479-1547 Koch's Testing Westwood Professional Services, Inc. Box 81 104 Marty Drive, Suite 3 Loretto, MN 55357 Buffalo, MN 55313 479-2637 682-2587 (1-888-682-2587 toll free) Larry's Onsite Septic 4980 County Road 10 East Chaska, MN 55318 448-2176 Marty Excavating** , 7185 Rutz Lake Road Mayer, MN 55360 657-2548 � Otto Associates, Inc. 9 West Division Street Buffalo, MN 55313 682-4727 or 477-4339 (Metro)