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Home My WebLink AboutSeptic info � o� O-�a� O �-��=�-�=� CITY of URONO , .�,.- -� �,� ��` t�.�.j�, �'' � � �°;�k;'--1 �!5► Municipal offices ',� r.�',r,:V�,�`�,��► G .� ,,�;;;s°;.tR .� Street Address: MailfnQ Addreu: �EggOg 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: �t� f q� �d�MS Address: 600 �;a 1s Iq�� Citr•Ordinance 199 requires that each esisting on-site sewage treatment system in Orono be inspected every rivo years. The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below. STEM CONFORivIIT'Y 1-3 : � 1 ��CODE SYSTEM�� An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code. 2 ��COMPLIAN'I'SYS'I'EM�� An ISTS which does not meet all the localion,design and consttuction standards ofthe cunrnt Orono Municipal Coda but does meet the three foot separation requiremen�and which is not failing or an imminent threat to public health or safety. 3 ��NON-COMPLIANT SYSTEM�� A prohibited ISTS;an ISTS located within a desie`,nated 100-yeu flood plain,any ISTS which may or may not meet all the locatioq design,or construction standards ofthe currerR Orono Municipal Code and which is failing for any reason;and any ISTS with less than three fzet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. TA:�'K CONDITION(�-10): S Tank inspection indicates: OPumpout not nzzded at this time. 6 Tank must be pumped out this year (city code requirzs tanks to be pumped out evzry 3 yeazs. Tank was last pumpzd ), 7 Solids accumulation in tanks is at a critical a critical level. Tanks should bz pumpzd out as soon as possible. g System is discharging to tha surface. Tanks must be pumped out within 48 hours to eliminate surface discharge. y Inspection risers missing-tanks could not be inspected Inspection risers(4"dia.pipe)must be insta(led in zach tank at next pumpout If tanks ha�•e nut been pumpzd out within the last three years,they should be pumped out now. 1� Inspection pipe is located directly over tank ba@le(dozs not give accurate me�surement of solids accumulation). If tanks have not been pumped out within the last thrze years,they should be pumped out now. D IELD CONDITION 11-1=� : \1 Drainfield is dry,no surfacing evident 12 Sume evidznce of surfacing,not etitical yet . 13 Dta�ald is satutated and visibly discharging unVeated effluent to the surface. Contact the City Inspeccor immediately.Rzpairs must be completed within 90 days. 1� Drainf�ield extent and condilion unknown CO��NTS: sy5ler. 1ookS 4k . �� -1-`-�-01 '�aa. 1 Date of Inspeclion Septic System Inspectot ; Note: In tha avent that this inspzction repoR is used to satisfy the requirements for a moRgage or other transfer of property,be advised that this repoR does not guazantee or certify that an asisting system will continue to function properly,but is merely an opinion of the adequacy of the systzm under currrnt conditions based on the available infocmatioa CITY OF ORONO � O� Municipal Offices O � O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT r�,� � INSPECTION REPORT '�� G~ 9kESH��'� Owner: l Address: � S /'` Permit �'s: f'1�� Dates: `"� Contractors: �/h,C!�'yj��,q^� 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 f� an existing system [ ] new 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 uithout 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 aas installed according to the code in effect at the time of installation, and which y is operating satisfactorily by treating and disposing of the entire current sewage input without discharging !11 any pollutants into ground or surface uaters. �.J "NON-CONFORMING SYSTEM"-A prohibited system; a system located uithin 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 uhich is failing for any reason; and an s stem with less th ' betueen the distribution device and the limiting soi c aracteristics. � �3 f _ !7' � y /—" (5 (The limiting soil characteristic has or [ ] has not been identified�N this tim�. 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. 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 pumpout. If tanks have not been pumped out Within the last three years, they should be pumped out now. 10 ]nspection 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. DRA[NFIELD 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 uithin 90 days. 1k Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,uater table,etc.): ��.ry7!— �l� COMMENTS. o ' ~ 14'\ . � � Y'% �� 4 � ., Qy� 0 S ' Date of Znspection Sep c 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 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 prEmises with the system loc�tion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore o f Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. '� � ' � Crystal Bay, MN 55323 473-7357 OWNER ��-'�'✓�1� ��?'1�-� ADDRESS �CO'� �T � �� . IJ�� .r�lU�vA PERMIT NO.'S. � DATES � CONTRACTORS ' 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, located, and constructed generally in accordance with previous codes.System appears to be functioning properly;no major upgrading of the system is required at this time. a3 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 upgrading of system is required at this time. � 4 System may or may �ot 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 drainfietd 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 ( m 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 �ast 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. ❑ Orainfield 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 soil types,water Future Expansion ❑ Soil table,and system condition) ❑ Adequate ❑ High water table ❑ Low �Fair O Lot size Medium ❑ Poor ❑ Lake,wetland,or stream �High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. 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 information. This report must be kept on the premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner SEPTIC SYSTEM INVENTORY Addr: 600 Big Island PID : 22-117-23 31 0016 Building Type : residence # BRs/GPD: 2 # Systems/units : 1/1 Permit No: none Date of Permit : Installer : unknown System Type : standard trench Appliances : SYSTEM CONDITION Conformity: 3 Tank Condition: 9 DF condition: 14 Failure Pot : medium SEPTIC TANKS Material : Capacity: Setback to Bldg: DRAINFIELD Length of Lines : No. Lines : Trench Width: Treatment Area : Type of Filter: ; Tile Size : Under Tile : Perc Rate mn/in: Setback DF-Bldg: DF Ht above WT: 0 Soil Type : Limitations : water table WELL DATA Setbacks - Well-Tanks : Well-DF : Report in File? : Pump Type : Depth: Diameter: Method: INSPECTION RECORD PUMPOUT RECORD Date Compliance Date Gallons 6/21/82 tank located,DF unknown 2 10/31/90 same 2 5/13/96 non-conforming, repair by 12/31/98 3 � I � � � ' � � � � b � � � � I (�� '^ �i ��v ��f �� v�� )�� a�, ► � � � � � - ��e /�-�� , May 24, 1996 STATE LICENSED SEPTIC CONTRACTORS WORKING IN THE CITY OF ORONO A-1 Rootmaster** McCarty Water and Waste, Inc.** 7502 Hudson Boulevard 6250 Highway 12 West Lake Elmo, MN 55042 Maple Plain, MN 55359 738-8355 479-4343 A-Northern Cesspool Company** Mid-Minnesota Concrete/Excavating 10624 Douglas Drive 700 Industry Avenue Brooklyn Park, MN 55443 Anoka, MN 55303 424-2180 323-9086 Clover Hill Company, Inc. Patnode Brothers P.O. Box 354 23200 109th Avenue North Loretto, MN 55357 Rogers, MN �5374 479-2297 428-7393 Coppin Sewer & Water Sewerman Inc.** 5089 Shoreline Drive 8182 NE River Road Mound, MN 55364 Elk River, MN 55330 472-2316 441-4548 Don's Backhoe & Excavating, Inc.** , Sullivan's Services, Inc.** 11585 110th Street 3660 Highway 101 South Cologne, MN 55322 Wayzata, MN 55391 466-2667 473-4300 Elmer J. Peterson Company** Swedlund Septic** 5921 Dague Avenue Southeast 9520 Laketown Road Delano, MN 55328 Chaska, MN 55318 471-8151 442-5855 Hayes Excavating Thompson Plumbing 263 82nd Street Southeast 15001 Minnetonka Industrial Rd. Montrose, MN 55363 Minnetonka, MN 55343 479-1762 933-7717 JB Diggers Volkenant & Sons, Inc.** 6957 West Highway 10 1030 County Road 83 Anoka, MN 55303 Maple Plain, MN 55359 753-6468 479-1547 Marty's Excavating Plumbing** Widmer Brothers, Inc. 7185 Rutz Lake Road P.O. Box 219 Mayer, MN 55360 St. Bonifacius, MN 55375 657-2548 446-1495 **State Licensed Septic Pumpers LICENSED SITE EVALUATORS WORKING IN THE CITY OF ORONO Development Engineering, PA Otto Associates, Inc. 9051 Flying Cloud Drive 9 West Division Street Eden Prairie, MN 55347 Buffalo, MN 55313 942-9262 682-4727 or 477-4339 (Metro) � Don's Backhoe & Excavating, Inc. Rusty's Percolation Testing 11585 110th Street 11481 Riverview Road Northeast Cologne, MN 55322 Hanover, MN 55341 466-2667 612/498-8290 Greenhaven Evaluation & Design S-P Testing, Inc. 816 South lOth Stre:,t �51 K::tydid Lar�� Northeast Delano, MN 55328 St. Michael, MN 55376 972-2110 497-3566 Koch's Testing STS Consultants, Ltd. Box 81 3650 Annapolis Lane Loretto, MN 55357 Minneapolis, MN 55447 479-2637 559-1900 Marty's Excavating Plumbing Swedlund Septic � 71 SS Rutz Lake Road � 9520 Laketown Road Mayer, MN 55360 Chaska, MN 55318 657-2548 442-5855