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Home My WebLink AboutSeptic/sewer info ��em rrt�-�.�.Hgenuu-i�i�uvu � � Seiver Service Connections[Page L of 1J REQUEST FOR COUNCIL ACTION DATE: December 6, 2006 ITEM NO: �� Departmeut Approval:l, Admiuistrator I2eviewed: Agend� Section: Name Scott Oberaiguer ]�� ^ City Adnunistrator's Title Public Works Su ervisor ' Re ort Item Description: Sewer Service Coiulections ' Siuce the initial sewer project was done, ihe following properties that have coiuleeted, or will comlect iu the firture, to the existing North Long,Lalce/Long Lalce Country Chib Sanitaty Sewer Project (Levy 14194; Project 97-1): Addi-ess PID Status 809 Brown Road North 27-118-23-34-0006 Connected 849 Brown Road North 27-118-23-34-0012 Comlected 900 Brown Road North 27-115-23-43-0023 Fuhu•e Hookup 925 Brown Road North 27-118-23-34-0001 Assessment Paid-Future Hoolcup 960 Brown Road North 27-118-23-43-0025 Coiinected I�l order to properly doclunent these additional sewer comlections, staff is requesting that Colmcil loi-�nally approve the sewer connections listed above. COUNCIL ACTION REQUESTED: Motion to approve sewer coiulections to the North Long Lalce/Long Lake Country Club Sanitary Sewer Project for the properties at 809, 849, 900, 925 and 960 Brown Road North. 1 / MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, December 11, 2006 7:00 dclock p.m. *21. 2007 NON-UNION COMPENSATION ADJUSTMENTS—RESOLUTION NO. 5556 Sansevere moved, Peterson seconded,to adopt RESOLUTION NO. 5556, a Resolution Approving Pay Plan Adjustments for Non-Union City Employees for 2007. VOTE: Ayes 5,Nays 0. *22. POLICE OFFICER CONTRACT FOR 2006-2007 Sansevere moved, Peterson seconded, to approve the Labor Agreement between the City of Orono and Law Enforcement Labor Services, Inc.,Local No. 40,Patrolmen,January 1, 2006 through December 31, 2007. VOTE: Ayes 5,Nays 0. *23. HEALTH CARE SAVINGS PLAN FOR POLICE OFFICERS—RESOLUTION NO. 5557 Sansevere moved,Peterson seconded,to adopt RESOLUTION NO. 5557, a Resolution Approving a Post-Employment Health Care Savings Plan for the Police Officer Bargaining Unit and Amending the Police Officer Labor Agreement to Reflect the Change. VOTE: Ayes 5,Nays 0. *24. HEALTH CARE SAVINGS PLAN FOR SERGEANTS—RESOLUTION NO. 5558 Sansevere moved, Peterson seconded, to adopt RESOLUTION NO. 5558, a Resolution Approving a Post-Employment Health Care Savings Plan for the Police Sergeant Bargaining Unit, and Amending the Police Sergeant Labor Agreement to Reflect the Change. VOTE: Ayes 5, Nays 0. *25. SEWER SERVICE CONNECTIONS Sansevere moved,Peterson seconded,to approve sewer connections to the North Long Lake/Long Lake Country Club Sanitary Sewer Project for the properties at 809, 849, 900, 925, and 960 Brown Road North. VOTE: Ayes 5,Nays 0. *26. AUTHORIZE TITLE REGISTRATION FOR CRYSTAL BAY ROAD LOTS— RESOLUTION NO. 5559 Sansevere moved,Peterson seconded,to adopt RESOLUTION NO. 5559, a Resolution Directing the Mayor and City Clerk to Execute the Application for Registration of Four Crystal Bay Access Lots. VOTE: Ayes 5, Nays 0. *27. BIG ISLAND PARK PROPERTY PAYMENT Sansevere moved, Peterson seconded, to approve the payment of$425,000 as part of the Big Island Park property funding package to the Minnesota Veterans 4 Veterans Trust. VOTE: Ayes 5, Nays 0. *28. APPROVE ANIMAL CONTROL SERVICES CONTRACT RENEWALS Sansevere moved, Peterson seconded, to approve the renewal of the animal control contracts for 2007 with a three percent fee increase. VOTE: Ayes 5,Nays 0. PAGE 15 of 17 �—_� /"� �� '� o,�. ,, %O O'�� `��`� CITY of ORONO ,� >> �-:r� . � ,. ; � Mu�;�� ot�� '�',� ` ,''� � Gti�'�'/ �� `�� Street Address:. MailinQ Address: ��'9$�KQ�� 2750 Keiley Parkway P.O. Box 66 ��=--=�! Orono, MN 55356 Crystal Bay, MN 55323-0066 July 24, 2000 Charles Tabor 960 Brown Road North Lon�Lake, Mn 55356 Dear Mr. Tabor: An inspection of your septic system was conducted on July 20, 2000. A summary of the inspection is betow. Septic Tank Condition 1. Pumpout needed within one year (last pumpout date 9/8/97). The septic system is a compliant system, meaning it meets all or most current City and State Standards. Enclosed is a list of licensed contractors who work in Orono on a regular basis. This list is enclosed simply for your reference in case your septic system needs maintenance in the future. Also enclosed is a fact sheet explainin�your septic system and how it functions. Finally, an as-built drawing is enclosed showin�the approximate location of the septic system. If you have any questions regarding this report, please contact me at the City Offices at 249-4600. Res ectfu y, is Pence On-Site Systems Manager Enclosures In the event this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be ad��ised that this report does no guarantee or certif}�the esisting system�vill continue to function properly,but is merel�an opinion of the adequacy of the system under current conditions based on the available information. This report must 6e kept on the premises n�ith the system location and pumping records. Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us __- � � 0;�:�:� O O �:,�, � CITY of ORONO '� ti Municipal Offices '�y�'� :f ` G,�, ,, '' Street Address: Mailing Address: � �`9It' � Q'g'�%� 2750 Kelley Parkway P.O. Box 66 ESII�,, _ -.__=� Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: ��f� �� Address: 960 Brown Rd. N. Permit #'s: 8989 Dates: 5/4/87 Contractors: Jerry Johnson (This is [�] an existing system [ ] new construction) . �S_TEM COMPLIANCE (1-3) : 1 �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 is [�] or is not [ ] identified under this septic system. If the saturated soil level is not identified, this classification is subject to revision.) ANK CONDITION (5-9) : 5 5 Pumpout not needed at this time. 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. 10 One or more tanks are cesspools, which means the septic system is non-compliant. (The tanks are [ ] or are not [ ] water tight or the condition is �] unknown. If the tanks are not confirmed to be watertight, this classification is subject to revision.) AINFIELD CONDITION (11-14) : 11 1 Drainfield is dry, no surfacing evident. 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. ) : low COMMENTS: In order to confirm that your septic system meets Minnesota standards, soil borings were performed to verify a 3 foot separation between the drainfield and the seasonal water table. The separation is 3 feet and the system is compliant. ��6 � �-� �� Date of Inspection Se t c System Inspe tor 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 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��G Owner: �C��,ll �I Y�� Address:��/J�►/�,�� / Permit #'s: Dates: `\� Contractors: � City ordi.nance number 100 requires that each on-site sewage treatment system in Orono be nspected on a regular basis. The on-stte sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (7his is �f� 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 waters. 2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards ot 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 uith less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (The limiting soil characteristic ,j�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): � T�c inspection indicates: ( 5J Purtipout not needed at this time. 3 Solids accumutation 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. 7anks must be pumped out within 48 hours to eliminate surface dischar�e. 9 [nspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed tn each tank at next pumpout. If tanks have not been pumped out Wtthin 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 punped out uithin the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Dy�'j�field inspection indicates: �yr� Drainfie[d 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 unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): j�,� � -l.�-zJ COMMENTS: -- - Date of Inspection ep c Syste Inspec or 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 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 Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT � � INSPECTION REPORT ti ��9kESH�4'�G Owner: /i/1�f01��/,/�/L�! Addres s: �/Y� ,(�l��d^� KL�� 1 V t Permit #'s: � 6 1 Dates: �`i'��cs / Contractors: ��YV ��.�^� 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 [�7�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 uas 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 tailing 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 �L 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 CONDIT[ON (5-10): �� Ta�k inspection indicates: L� 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 pixnped 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 pumpout. If tanks have not been pumped out uithin 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 last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Dr field inspection indicates: 1 Drainfield is dry, no surfacing evident. 2 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. 14 Drainfield extent and condition unknown. LIMITING S1TE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,uater table,etc.): L�/ COMMENTS: Date of Inspection Septic 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 toc�tien and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore o f Lake Mznnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT i POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER �ax`��/ �, �/�'✓� ADDRESS �� l��wh K % PERMITNO.'S. T��lb � 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 � an existing system ❑ new construction) � � Meets or exceeds current City standards in all respects relating to design,construction,and locatio�.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. D3 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 prob�ems. 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 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 repairJ 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 now. ❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates: should 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 14" 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 � Lot size O Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High O Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: /o-s-yn� Date of Inspection eptic 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 locatio�and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner � '' SEPTIC SYSTEM INVENTORY , Address: 960 Brown Rd. N. PID: 27-118-23 43 0010 Building Type: residence BRs Install'd for: 2 In Musa: Yes Permit#: 8989 Date of Permit: 5/4/87 Installer: Jerry Johnson System Type: shallow tre Experimental: no Appliances: lndry SYSTEM CONDITION Conformity: 1 Tank Condition: 6 DF condition: 11 Failure Por low SEPTIC TANKS Material: concrete block Capacity: 1000, 1200 Setback to Bldg: 30 Cesspool: unknown DRAINFIELD Length of Lines: 265 # Lines: 3 Trench Width: 3 Treatment Area: 800 Type of Filter: rock Soil Boring: yes Tile Size: 4 Under Tile: 6 Perc Rate: 20 Setback DF-Bldg: 50 DF Ht above Wt: 3 Soil Type: loam, clay loam Limitations: WELL DATA Setbacks - Well-Tanks: 75 Well-DF: 75 Repart in File Pump Type: subm. Depth: 115 Diameter: 4 Method: drilled INSPECTION RECORD PUMPOUT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 7/16/81 no surfacing 2 7/1/91 1500 4/24/86 surface discharge 4 9/8/97 1500 5/6/87 added 1000 gallon tank and 800 SF of DF 1 10/5/90 no surfacing 1 5/27/92 no surfacing 1 9/8/95 no surfacing 1 8/26/98 compliant 1 7/20/00 no surfacing, pump tanks 1 fl-7—b1 ��.ncchc� }.. 5�,.,,« �"�° eil ,�b ti e�. � � '� ti�� 66 ,�� Z �a � i � ,Ol� gL ► QQ i i �4�' � • � � i b� ��- £ / � / �S`� "').FS Z � - / i ti v z� � ' ZL �� i , � C / �. / ,S#� ,h� Nu� �- �� /�� ,y ��h ,�.�� N� '� � o �' \�w � � / � , oo ��a � i � : � `� � ` �p � �. � / '��d V �� I � � '� i 1 � � i i � � !. E_ v�? � �� i i , \\�� - - _ — - -- — —---- _ - ; _ i F ; � ! � s s r � �� `�� , � � � � � S. I a � � r�. k a 'o A a400 B a,oo C sdoo D a oo E z o F 2 o G 2 0o H t o I � o J a K a L �zoo �— — — _ — — _ — _ _ _ _.�.._.. _ _. _. � ._,� �C I, i� � , "�' ... _ .�, � �zoo 6TM � i� � I I I � i � �� \ ,;E ,�-,'-�_ ,� i C 1 —� � �- z ,�'f�` ?'�. ~ �� ' � �' ,�- _. ( i . - i . - �-�-��- I . :�-�:,_ ��P,_a� � f � � �'. 1 � :P� ��, � �l'n a+;_ I �r� �`,, �—'�� ' � � � � � ��A` �� `� - ' ' � �� [ 2000 MUSA and Planned Expansions ,y�r La ;� � _�y ,�-_�. i , `�-'�. , Part 1 aoo - ``` — � ' �I't-' r,—� Np,P � � `',.{ ��`-'�--�� ,.�,,,; �� .� r.`� ! � �� ; i � � I �! � �� ■ ��PN .\ II '�- �.��9� - I�` \ ""` _ � 2 I� WAYZATA LVD� a, _, � �:_�- L,_,:�`,_�„ � 2 C ity of Orono � � �' , ,. W o' - �"' Long Lake �� A� ' Part XXXII `-_ ' ' 1 /`� Rroly�},� � _ � , �: ��, .�� -. _ _ , r �' ,� ' � _ � � � o Minnesota 400 ,� � , L - City of �: , � - � i I ' � �a �` ♦'r �i`,�:- 400 �--- '� i i y I I � � I V !; � '� °'j"G � � � m �—j�.. Long Lake =,;,, i ,,�_:�� m ��'�I I ' � �1�. �� 7 3 � y�, � �� _/`� . 3 � I' I .,� •!"• ,•'°r�I �`�, .:�� ' � R � � I' � �,�I •��` t, � —� � f � 0 � ` I r `��.�i ..ri�-�' l� � � 3000 0 3000 Feet �e � j�4,yF � � � � � � �- •�� , �,r �.�� '� =z"'� _ �..�. �/F,� l _ ^*�� _ � � P � \�j _ . 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PaA)00CII DumasOrchard 78 55 RR-1B -� t \ ;. 1 � X.'' /� ,�-.�'! D (�lr � �, - '�/ 7 'l / � A� .4 � f`,i,'. I _y � � .�''.�� i-T!.-,�.:-��'} �� . � �- ;�' f� . .>� �� ' '_..:_�� smlth B y . i 7 a i 1 �� ,' � f^�y -_�, � I _ PaA X)OCII I Lake Classe�E 65 40 RR-1 B i,� :<" � � l �� Part l00(IV East Hackbe 30 28 RR-18 L � r ` \a rt��V� � ;� PaR)00(V Van Eeckhout 30 22 RR-1 B � � „ � �� PaA X)ONI BIuBa 6Aensbns' 22 21 RR-18 �y F �.R''^�� i��='t-'r� =�.s� � � , � �' � 1600 �, ,,, -� 1600 �,�a_� A, � Part X)O(VII TanagerLake 75 64 LR-1A ,,1 �—r� �� \ j-', � ,�•.�I �� , ,� ! Part)00(VIII Murphy North Shore 82 70 LR-1A ' w@St��p `- ` ! , v �, ��, \ � Part X)O(IX Dickey Lake Shorelan 125 116 RR-1 B a � � Crys al Ba��', ,`�� 8 Part)00(X Lonp Lake Shweland 220 185 LR-1A ; � F � � La e Mrnne onka „+�J(_';__,, '� r "�„`., � Part X)OCXI SL Edwards Church 4 4 RR-1 B �� `'�"'�;S YWOOD RD. ''' ,•�" 2000 Pad X)OCXII French Lake Shorelan 430 199 RR-18 2000 ' ' r_ � . 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