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Home My WebLink AboutSeptic info %3 f'�t` ��.r_t.�F-� �;y�-C. � O� . � _:;� � �-� �_� - CITY of ORONO , ��1 v� '"8� � ,�.s' �'�x-., •�'► v�,, �, ��, I�` ' �E� Municipal Offices r '�-�',��`��t �.� �"��Z '�,�'�'�� Street Address: Mailing Address: �:,,��-� � '9$EggOg' 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 concems about the project. Sincerely � ,�C � �� Gregory A. Gappa Telephone (612) 473-7357 • FAX 473-0510 CITY OF ORONO � O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT „� � INSPECTION REPORT ti ��9kESH�4'�G Owner: < � J� Address: / J(�C7 ��'��J� � ► ,__Jf� � ., Permit #'s: /70�,e, Dates: '� Contractors:�h^ua„A� 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 [ ] 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 uaters. 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 seuage 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 an s stem uith less than 3 feet of unsat rated soil or sand �betkQen the distribution device and the limiting soi c arac eristics. �1�� !/I'1'� �y � ��.�T—� (The limiting soil characteristic �..has or [ ] has not been identified at this time. If t1ie limittng soil characteristic has not been identi'�ed, this classification may be subject to revision.) TANK CONDITION (5-10): T� inspection indicates: C5, Pumpout not needed at this time. b 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 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 pixnpout. If tanks have not been pumped out uithin the last three years, they should be pu�nped 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 last 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 lnspector irtmediately. 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.>: 1�� COMMENTS: � � ,� •� i � �L » � ' � rc� r,✓n-.�v� D e of Inspection e ic Sys em Inspector � P�r'��ysf-e;�--- Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of ��Y-S 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 prFmises with the system loc=_tien and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner CITY OF ORONO � O� Municipal Offices O � O Post Office Box 66 Crystal eay, MN 55323-0066 � � ON—SITE SEWAGE TREATL�NT � � INSPECTION REPORT �� (�~ 9kESH�4'� Owner: "'E�C� 'f� J� Address: �� Y�7,�' ��/C�', Permit #'s: / c�/Z� Dates: '"` 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 belou. (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 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 any system uith 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 lassification may be subject to revision.) TANK CONDITION (5-10): � 7�Jc inspection indicates: <5> Pumpout �ot needed at this time. 6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. 7 5olids 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 lnspection risers missing-tanks could not be inspectPd. 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 pumped 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 last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): )� �i-- D nfield inspection indicates: 1� Drainfield is dry, no surfacing evident. T2 Sane 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 uithin 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): /��'N-y� ,c// 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 prE�nises with the system loca±ion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore o f ON-SITE SEWAGE TREATMENT LakeMinnetonka INSPECTION REPORT � POST OFFICE BOX 66 � - � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER C�t�4� S �!J l�UY' ADDRESS J � 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 on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is L� an existing system ❑ new construction) � � Meets or exceeds current City standards in all respects relating to design,co�struction,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 enerall g y in accordance with previous codes.System appears to be functioning properly; no major upgrading of the system is required at this time. � 3 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 not 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 polfution 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 drainfield 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 last three years, they ed out this year to help prevent future problems. should be pumped out�ow. ❑ Solids accumulation in tanks is at a critica� �evel. Tanks Drainfield inspection indicates: shoufd be pumped out as soon as possible. �Drainfield 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. ❑ Drai�field extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure ❑ Slope Idepends on soil types,water Site Capabilities for ❑ Soil Future Expansion table and system conditio�) '�-Adequate ❑ High water table �Low ❑ Lot size ❑ Medium ❑ Fair ❑ Lake,wetland,or stream ❑ Poor ❑ High . ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: _ 7-.2�-9� �� Date of Inspection Septic System Inspector Note: In the event that this inspection report is used to satisfy the requireme�ts for a mortgage or other transfer of property,be advised that this report does not guarantee or certify that an existing system will conti�ue 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: 1300 Brackett' s Pt . Rd. PID: 11-117-23 32 0007 Building Type : residence # BRs/GPD: 6 # Systems/units : 1/1 � Permit No: none Date of Permit : Installer: unknown System Type : standard trench Appliances : lndry SYSTEM CONDITION Conformity: 3 Tank Condition: 5 DF condition: 11 Failure Pot : medium SEPTIC TANKS Material : concrete block Capacity: 800 , 800 Setback to Bldg: 40 DRAINFIELD Length of Lines : 380 No. Lines : 4 Trench Width: 2 Treatment Area : 760 Type of Filter : rock Tile Size : 4 Under Tile : Perc Rate mn/in: Setback DF-Bldg: 50 DF Ht above WT: 0 . 5 Soil Type : Limitations : water table WELL DATA Setbacks - Well-Tanks : 50 Well-DF : 50 Report in File? : Pump Type : Depth: Diameter: Method: INSPECTION RECORD PUMPOUT RECORD Date Compliance Date Gallons 6/25/81 no surfacing 2 10/8/86 1200 7/23/87 no surfacing 2 5/14/91 1200 7/23/90 no surfacing 2 4/21/94 1500 9/17/92 no surfacing 2 9/30/96 1000 5/2/94 non-conforming-repair by 12/31/96 3 / / — S �� i�� I'1!+`� �%C �KE ., sep�� r 7��'} 'fT� (' �rM��`s HD — OQ c� � � 2��'�'a � �I �1 V'� x x '� x N (" N �J . �� /�?ANM��F �,�!TinN�S / _ ` \ , ��oo �r--��f� P►�-�- �P, ,�,ny �r 1 �KE 7 sEP� ! ir 7�,'} 'fn (' �rM��`s HD - � � , c 00 \ `� � tio_� a � �t �1 �1 U� , x x '� x N N N �J . ��,f� �,•�ANFMGF ��Tp��cs ` . - -' � o • �,r.t -- ___3'°� ___ �'� . 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