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Home My WebLink AboutSeptic/sewer info l�em ffu-��,vgenuu-�u�uvu � Selver Serviee Connections[Page l of IJ REQUEST FOR COUNCIL ACTION DATE: December 6, 2006 IT�M NO: �� Deparhneut Approv�l:� Admiriistrator I2eviewed: Agerida Sectiou: Name Scott Oberaigiier �� ^ City Adnunish�at�or's Title Public Works Su ervisor ' Re ort Item Description: Sewer Service Connections '� Since the initial sewer project w1s done, the following properties that have coiuiected, or will comlect in the firture, to the existing North Long,Lake/Long Lalce Country Club Sanitary Sewer Project (Levy 141.94; Project 97-1): Address PID St�tus 809 Brown Road North 27-118-23-34-0006 Comlected I 849 Brown Road North 27-118-23-34-0012 Comiected ' 900 $rown Road North 27-118-23-43-0023 Fuhire Hookup 925 Brown Road North 27-118-23-34-0001 Assessment Paid-Future Hoolcup 960 Brown Road North 27-118-23-43-0025 Coiuiected I�z order to properly document these additional sewer colulections, staff is requesting that Council fonnally approve the sewer comlectious listed above. COUNCIL ACTION REQUESTED: Motion to approve sewer comlections to the Nol-th Long Lalce/Long Lake Country Club Sanitary Sewer Project for the properties at 809, 849, 900, 925 and 960 Brown Road North. i . MINUTES OF THE ORONO CITY COUNCIL MEETING Monday,December 11, 2006 7:00 o'clock 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 � -/-c� �_ ��--�� , ,,-�-��G-:7 ,��:� �y�� 7>- �� Pl� � °`j��C' �-f��-l�l� --' t�� . �� ,� , ,�r�� .-- �� '� 5 � S� �1(,'�,�z�� o� ,i� -��6=� l''-�=�' '"��.� G1 �.a t t GL t�::�� ,�: � � .� ,i ',�- n �' � � .� � � � l �;i fi�� .:� ,,2%C+ , ��; f t SEPTIC SYSTEM INVENTOR Y Address: 925 Brown Rd. N. PID: 27-118-23 34 0001 Building Type residence BRs Install'd for: 3 In Musa: Yes Permit#: none Date of Permit: Installer: unknown System Type: standard trench Experimental: no Tank Filter: SYSTEM CONDITION � Conformity: 3 Tank Condition: 5 DF condition: 11 Failure Pot: medium SEPTIC TANKS Material: precast concrete Capacity: 1000, 600 Setback to Bldg: 15 Cesspool: no DRAINFIELD Length of Lines: 240 # Lines: 3 Trench Width: 2.5 Treatment Area: 600 Type of Filter: rock Soil Boring: yes Tile Size: 4 Under Tile: Perc Rate: 40 Setback DF-Bldg: 40 DF Ht above Wt: 0 Soil Type: clay, sandy clay Limitations: water table WELL DATfi Setbacks - Well-Tanks: 50 Well-DF: 75 Report in File Pump Type: subm. Depth: 152 Diameter: 4 Method: drilled INSPECTION RECORD PUMPOUT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 7/27/81 no surfacing 2 1/1/80 1650 8/5/86 no surfacing 2 11/1/85 1500 6/28/88 no surfacing 2 9/1/88 1750 10/5/90 no surfacing 2 10/19/91 1500 5/27/92 no surfacing 2 8/9/99 1500 9/8/95 non-conforming-slight surfacing,repair by 3 �r�_� � 7/10/96 non-conforming-slight surfacing,repair b 3 8/26/98 non-compliant-repair by 12/31/2002 3 7/20/00 non-compliant, connect to sewer 12/31/2 3 6/13/02 non-compliant,replace by 12/31/2007 non-compliarfi (o- iG�-�-� �� , � �� .� � '° � c� �� Q �' � � � � � i � �� rG V�,� ►�l �cc • �. I � � -- � � ' ` . ' \' 1 z � \ - , � � ,- -_ ' i � �- � - �� u -- -n --- � � , I �,�� a �� b , T �� i I �� : � i � � I _.� v �- ---. / �. � , 1 ^ —�� / � �C� S l��-! . y r , REQUEST FOR COUNCIL ACTION DATE: October 11, 1999 IT'EM NO.: Department Approval: Administrator Reviewed: Agenda Section: Name Gregory A. Gappa Engineer's Report Title Director of Public Services Item Description: Request for Sanitary Sewer 925 North Brown Road Introduction We have received a request from the property owner at 925 North Brown Road for connection to sanitary sewer. This property is located on the west side of North Brown Road and is in the shoreland zone for Dickey Lake. There is an existing pressure sewer line in North Brown Road installed in 1997 for the North Long Lake sewer project. The three properties to the south were sewered as part of the North Long Lake sewer project using the additional sewer units from the 1996 MUSA expansions comprehensive plan amendment. This property is an existing developed lot with a noncompliant septic system. The operation of this system is marginal, as past inspections have noted slight surfacin�. The system needs to be replaced by December 31, 2002. The possibilities for septic sites are limited on this property. The owner had Swedland Septic Service complete a system design. There is only room for a primary septic site on the property with no space for an alternate site. Installation of a new mound system will require upgrading of the septic tanks. The installation of a new mound system and tanks is not a practical idea. Without a replacement site, if the new mound site fails connection of the property to sewer will be required. This means that the investment in the tanks is wasted. The new comprehensive plan proposes a MUSA expansion for this area between 2005 and 2010. With the proposed future MUSA expansion, this property will be eligible for sewer in several years. Investment in a new mound system now is a poor idea. Another valid reason for sewer is the protection of Dickey Lake. The rear of this property is adjacent to Dickey Lake. Recommendations We are recommendin� sewering this properry using one of the 50 sewer units available from the 1996 MUSA expansions comprehensive plan amendment. The 1999 connection charge for hookup to the North Long Lake sewer project is $19,380. Connection of this property will be into a forcemain sewer line, so a grinder pump will be required. Several properties in the North Long Lzke project required grinder pumps. As part of the project assessment, grinder pumps were furnished to the property owners. These pumps were installed by the plumber hired by the property owner to complete the sewer connection to the house. These grinder pumps are owned and operated by the property owners. There is an extra grinder pump available because the pump would not work for one of the property owners and they were given a credit to pay for their own pumping system. This grinder pump will be provided to Mr. Cox for installation by his plumber. Connection of this properry will require tapping of the forcemain in North Brown Road. We are recommending that City Engineer approval be required for the sewer connection plans and that construction inspection be required for any work in the public right of way. The property owner will be responsible for all costs associated with the sewer connection. COUNCIL ACTION REQUESTED: Motion to approve use of one sewer unit for connection of 925 North Brown Road to sanitary sewer with the property owner responsible for all costs associated with hookup, including the connection fee for the North Long Lake sewer project, and City Engineer plan approval required. ORONO CITY COUNCIL MEETING MINUTES FOR OCTOBER 11, 1999 (*#8) #2524 W.DUNCAN MACMILLAN, 1700/1820 FOX STREET-CONDITIONAL USE PERMIT-RESOLUTION NO.4365 Sansevere moved, Flint seconded, to approve Resolution No. 4365 Granting a Conditional Use Permit per Municipal Zoning Code Section 10.03, Subdivisions 19-21, File#2424, 1820 Fox Street. VOTE: Ayes 4, Nays 0. (#9) #2541 PAUL PHILLIPS, 2140 SIXTH AVENUE NORTH, FINAL PLAT OF PHILLIPS WOODLAND TERRACE THIRD ADDITION Peterson moved, Flint seconded, to table Item#2541, 2140 Sixth Avenue North, Final Plat of Phillips Woodland Terrace Third Addition, until October 25, 1999. VOTE: Ayes 4, Nays 0. ENGINEER REPORT (*#10) REQUEST FOR SANITARY SEWER- 480 RUSSELL AVENUE Sansevere moved, Flint seconded, to approve use of one sewer unit for connection of 480 Russell Avenue to sanitary sewer with the property owner responsible for all costs associated with hookup, including the connection fee for the Minnetonka Bluffs sewer project, and City Engineer plan approval required. VOTE: Ayes 4, Nays 0. (*#11) REQUEST FOR SANITARY SEWER- 925 BROWN ROAD NORTH Sansevere moved, Flint seconded, to approve use of one sewer unit for connection of 925 Brown Road North to sanitary sewer with the property owner responsible for all costs associated with hookup, including the connection fee for the North Long Lake sewer project, and City Engineer plan approval required. VOTE: Ayes 4, Nays 0. (*#12) AWARD CONTRACT FOR WELL #1 REPAIRS Sansevere moved, Flint seconded, to award the contract for well number 1 repair to Alberg Water Services, Elk River, Minnesota, for a total base bid of$29,765. VOTE: Ayes 4, Nays 0. (*#13) REQUEST FOR PAYMENT #2 - EDGEWOOD HILLS SANITARY SEWER PROJECT Page 6 - -- j; `. � , : / i . � � �� __ - -""� E� � _-. _.._--._ __._..__.._,_ ,._ ' .�_________.____ � f ; ="��'�✓' /�C�� J `�� ,�-��1 �, G, " � �' � � ✓/ 2—.- : r � �� ` � �� f � �-f', ��. � C� I, �l L��-�-� , �� 1 �' �. :�, c t��"' � � � ,,; � �;� : �� , `/,� /�'] �[/j� .., � ��'� �. �'L ��' / �� /' ,yi�l � � • t.l I'.. �_ III ( /�7/1^7 �»�U��/�� !1 �:J ��-��- �7C. / .� �� , / _ �/ ,� . (� ) �'I . J f ` ( � �.s � ��II �+��/�� '/� !�%/`��,�G� '�i{�� f�.l��"�� 7�'' �/� I�i L:� J � U �� y' h' .J� I ' - c��Gf'Ss�� -�� . .-�, �, '.,��,�a �:� _ ;�` . C' ,.� S`��. �: � F �I�: w;�1/ --�L,h � �5.� � �//S -- �J�� Z�� 1: /q� � �e�� t (1' �i � �� t/Tr �l,� � � � ,J � , � �iLli1. -�" <3'3,�°C� /�° � � :��,;-i�' F'� _S r7/ � _ f/ ��=�z/ _. � `. � r? t: ;� i � 5 a' .�-�� ?� ��,.;v' .�`:�v`:''�' ��'',�il=?� �'�f'I"`�.,��2r ' c�.-, -�E;:,oly �, `, � ` _+��J�� /? '�' ��j � �...a%7��r5� � �� k � "•'1 C�< . ° ;; f� x � ! �� ,�"/� J :�t' ��+ - �� ^�yC._�a�%!�'� � �� ./ �-. �� ;.z;;� ,� . , �. ..� '�r � � �� r�� ..__\ �^/ ��;�,� .y ; ,,� ,��.� �-- _� ��-T � t� � �= , � i � S�,-�� , , ;�: , ,�L.-,.,�� _� ��_ ��. a''�'y� '�s �- , r7[� � : y _� � ��h <� �' �� ,� �� , �.�� _ ��:, u,;,��.� . k - � Gz��/ ��'�.,,��?�' �`�-�-� � �' /` % ' ', _: ��—V� � ` � � , � '� �� V V� � ...��- .-�-- ,.�- :-F-- _ , . . . SEPTIC SYSTEM INVENTOR Y Address: 925 Brown Rd. N. PID: 27-118-23 34 0001 Building Type residence #BRs/GPD: 3 #Systems 1 Units Billed 1 . Permit#: none Date of Permit: Installer: unknown System Type standard trench Experimental: no Appliances lndry SYSTEM CONDITION Conformity: 3 Tank Condition: 9 DF condition: 11 Failure Pot: medium SEPTIC TANKS Material: precast concrete Capacity: 1000, 600 Setback to Bldg: 15 Cesspool: no DRAINFIELD Lenb h of Lines 240 # Lines: 3 Trench Width: 2.5 Treatment Area: 600 Type of Filter rock Soil Boring: yes Tile Size: 4 Under Tile Perc Rate: 40 Setback DF-Bldg: 40 DF Ht above Wt: 0 Soil Type: clay, sandy clay Limitations: water table WELL DATA Setbacks - Well-Tanks: 50 Well-DF: 75 Report in File Pump Type: subm. Depth: 152 Diameter: 4 Method: drilled INSPECTION RECORD PUMPOUT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 7/27/81 no surfacing 2 1/1/80 1650 8%5%86 no s�facina 2 11/1/8� 1500 6/28/88 no surfacing 2 9/1/88 1750 10/5/90 no surfacing 2 10/19/91 1500 5,'27/92 no surfacing 2 9i3/95 non-conforming-slight surfacing,repair by 3 7/10/96 non-conforming-slight surfacing,repair b 3 8/26/98 non-compliant-repair by 12/31/2002 3 i • � • � � �� j ro V�� '1 �c�. � I ` � � � � � ` . � �, z l � - . � � - - ' � � i �- i- � �o' u -- -n -- � � , I �, �11�-�- �� n� �� a�'� � T� I o� ��_ � i , ; � � I �- —___ / � � � J �� I C S f� . � . • � REQUEST FOR COUNCIL ACTION DATE: October 11, 1999 ITEM NO.: � � Department Approval: Administrato�r Reviewed: Agenda Section: Name Gregory A. Gappa � / Engineer's Report Titte Director of Public Services /' ' �� Item Description: Request for Sanitary Sewer 925 North Brown Road Introduction We have received a request from the property owner at 925 North Brown Road for connection to sanitary sewer. This property is located on the west side of North Brown Road and adjacent to Dickey Lake. There is an existing pressure sewer line in North Brown Road installed in 1997 f:,r tr.e N�rth Long Lake se��er project. The tlzree properties to the south were sewered as part of the North Long Lake sewer project using the additional sewer units from the 1996 MUSA expansions comprehensive plan amendment. This properry is an existing developed lot with a noncompliant septic system. The operation of this system is marginal, as past inspections have noted slight surfacing. The system needs to be replaced by December 31, 2002. The possibilities for septic sites are limited on this property. The owner had Swedland Septic Service complete a system design. There is only room for a primary septic site on the property with no space for an alternate site. Installation of a new mound system will require upgrading of the septic tanks. The installation of a new mound system and tanks is not a practical idea. Without a replacement site, if the new mound site fails connection of the property to sewer will be required. This means that the investment in the tanks is wasted. The new comprehensive plan proposes a MUSA expansion for this area between 2005 and 2010. With the proposed future MUSA expansion, this property will be eligible for sewer in several years. Investment in a new mound system now is a poor idea. Recommendations We are recommending sewering this property using one of the 50 sewer units available from the 1996 MUSA expansions comprehensive plan amendment. The 1999 connection charge for hookup to the North Long Lake sewer project is $19,380. Connection of this property will be into a forcemain sewer line, so a grinder pump will be required. Several properties in the North Long Lake project required grinder pumps. As part of r • , the project assessment, grinder pumps were furnished to the property owners. These pumps were installed by the plumber hired by the property owner to complete the sewer connection to the house. These grinder pumps are owned and operated by the property owners. There is an extra grinder pump available because the pump would not work for one of the property owners and they were given a credit to pay for their own pumping system. This grinder pump will be provided to Mr. Cox for installation by his plumber. Connection of this property will require tapping of the forcemain in North Brown Road. We are recommending that City Engineer approval be required for the sewer connection plans and that construction inspection be required for any work in the public right of way. The property owner will be responsible for all costs associated with the sewer connection. COUNCIL ACTION REQUESTED: Motion to approve use of one sewer unit for connection of 925 North Brown Road to sanitary sewer with the property owner responsible for all costs associated with hookup, including the connection fee for the North Long Lake sewer project, and City Engineer plan approval required. -i i. r %i , ��c .�r.�T�.�_ �r�� .a � ■ : � ■ ! �� a.'.1 !1 I l / � r -r � . , ` � � ' . , ;�, �� . ♦ ► - -C'�!�!►��/ ''�� `,r� ��, ; �. � a � . I � ��Y-`►;��'�.i;��j ,� ��l, '� __ � _ ►.�,��.�� ir �i .�, _ � �i �t��.� � ��-- � >� �I► /� I - . .'_► , , :� ��►. �I �� ...� � � 1 / � � � •►��. �� n,�� 1 �`�, � s �1\�� ♦ \.. �� •�' �' , , ..,., ..��_ ,► � .�t� n�� 1�� . �� . -,.,:' �`' ' '�'�'"`� 1� � �' !� �:�i�:� ► ''I !` � � / � �..t a��e� . - � �� 1 � - '�M; �� , � � �� .��.t�/��/ � � ' � �� - -••�..� , �� , � � ■� - �' �,� t r ...�� ►� �� • • � - � 1�� - � • - �ra�.�� _ ' �� _ � � � S`!� �s `', �� . "�-''" 1 ' , =" � ' • -- � - -- ,� • -=�1 ■ �. r't�. �; �t ��""' ��5�/tt� �� ■ __� / i .�t � ,i ��l�/u� ��11�:� " �/' r; • �� . ' •: �i�� ''�lli��all �i��r • � r��. � �■ �i 's�-� ___ �.... �t dl�rl�l `�. ��.,,,.� �� . _��r<<�r _____ - •i� �■ � � .. �,�.. _ �„ �. � �� `�� r �� , ►, �� —��;� ._ � : f'� �`1 � i�1 ■ � . � ! �1►._ ;�► _ �,,� _ .�� t� • � , . ,...s�� . ii��■�� _' `'��:,`;� � �, ��7 ,��;�*� �- ��E;11_ �,►-►.. ��' � �7■ i�... � , ., . , _ � . . ; , ' ``� , � , ,: . ' � �� ,� � ♦ � �� , , . � ► ,� �r � l � � �:; � 1 � � ; 'II .- �11 ,�I - � • `i� "'�� _ ' ��r ,�� ..� �I�� y• ._.�__,_, ��_- _ - _ _._ �:�-��-�i�-�:�:-�=-- ' i!: �Ti'it:i:�:i�';:'��:��.,':'��... _ `� - - _�:� _'�"�,��/�,�r+-^ . � -� - .�'_""_'- '�- - ..i u'�7� : . , ' • � � �� ; � 1*;, �`�� • • � �� \ � , � • I � � � I � • I � � ' \\ � � �� - � �� , I • rt �� r • •• � � • / �� 1� : � '� , �� ,/ v � � �', � ` f � 1� , , , , / � � � �' � `: � � -� . ► � � �` � � . �� . �� /�- ,� rt � � , _ �; .;•� � � � � f�,�� . � ' ,�L. �,��r/� � ; � � � 4 i � �- � .,�. � ` � � � ��i � � � �� 1� i ,• a .� �. � �, s , , , • �', . � r �� ` . � ♦ . ,� � • � � • .�'`. � � �t � ,�►''r ��!' � � , �i,� .� ♦ • � . � � � �. To; Chris Pemce, Orono Septic Inspector, The purpose of this letter is to make known our intent to up grade the existing septic system on our property which has been judged non-compliant. in June 1997 we began by having a Site Evaluation for a Mound Septic System completed and paid for. It was at that time we found that there was only one site suitable and that was in our front yard. I have furnished a copy of that evatuation to you, at that time you made know your concern that there was not an Alternate Mound System site suitable on our property. Thus, this leads us to the subject of our desire to hookup to the sewer line on North Brown Road that runs directly in front of our property. The date of December 31, 2002 was on the last septic report for correcting our non-compliant system and that seems reasonable to m� wife and I if we are allowed to connect to the sewer line. It has always been our intention to cooperate on this considerable financial matter. Best regards, � Cy �'L l �? �� 1 �, 1 � �1 > �' LYLE P. cox �25 NOR7N BPOWN RbAC� GONa LA.ICE, MN u5351i Copy; Gregory Gappa, Director of Public Services TO: Greg Gappa, Public Services Director FROM: Chris Pence, On-Site Systems Manager DATE: September 23, 1999 SUBJECT: Septic Review for 925 North Brown Road The above described property has a failing system due to a lack of a state required three (3) foot seperation between the ordinary high water table and the bottom of the drainfield. The system will need to be replaced by 12/31/2002. The property owner Lyle Cox contracted Swedlund Septic Service to design a septic system for the property. The design was submitted for review. The proposed design shows there is room for a primary site. There is no space for an alternate site. The proposed site is marginal at best due to the fact that the site is surrounded by fill soils. Chances are high that the primary site has also been affected by fill soils. Enclosed is a copy of a letter from Mr. Cox stating his intent to be hooked up to the city sewer system. Staff recommends approval of allowing this property to be connected to the city sewer system. The reasons for this are that the primary site is marginal due to fill soils and there is not an alternate site. j.� �O � �� . 0 ��'`, �� -:� _ ''� CITY o� �R�lOTO ,,,�:�,�� '�i;ti�. %;,'G;} ,. ��, , Municipal Offices � ;.;,,,�:. ';' :, .; � ��- ;;" '��;1�' G SVeet Address: qSa'a4q"y6� � Mailing Address: �`4�j' � p4'� 2750 Kelley Parkway P.O. Box 66 E$8 - Orono, MN 55356 Crystal Bay, MN 55323-0066 To Current Owner: Address: �a5 'J r0�"''� � � �' City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years. The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY (1-3): � 1 "CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal Code but does meet the three foot separation requirement or two foot requirement for systems installed 1996 or earlier,and which is not failing or an i�9nent threat to public health or safety. � "NON-COMPLIANT SYSTEM" A prohibited ISTS;an IST'S located within a designated 100-year flood plain,any ISTS which may or may not meet all the location,design,or construction standazds of the current Orono Municipal Code and which is failing for any reason;and any ISTS with less than three feet of unsaturated soil or sand between the distribudon device and the limiting soil characteristics. TANK CONDITION(5-7): SS Tank inspection indicates: � Pumpout not needed at this time. 6 Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years. Tank was last pumped `'��ro� ). Nlake sure septic tanks are pumped throuQh manhole and not through white inspection pipes. This allows for the proper cleaninS Keep water softner and iron filter discharse out of septic svstem to prolonE life of drainfield. Ask pumper to test alarm float to verifv atarm is still workinE in your house. The alarm warns owner that septage is about to backup into basement. 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If tanks have not been pumped out within the last three years,they should be pumped out now. DR.AINFIELD CONDITION(8-10): ,�, � Drainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet. 10 Drainfield is saturated and visibly discharging untreated ef�luent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. NTS: DCa;�—�-:c\t� �S c�e�— (o., ��h,.�— � r��Z bC Ct �atcJ C�MME 1,-.( �L 71 —Zoc��_ �-\��-�� Date of Inspection Matt Bolterman - Septic System Inspector Note: In the event diat this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not �uarantee or ceRify that an existing system will continue to function properly. but is merely an opinion of the adequacy of the system �mder current �_ —-`---�_._.�.....,..:�..�.ie:.,r.._....;,.., � o� 0 0 �� ; � CITY of ORUNO .a ��1��j��:� �" �, �y"�-�� ,;-� ,�ti Municipal Offices �_��" �� , �i i �.t9'�',",�,,��O¢.�G Street Address: Mailing Address: Egg 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323•0066 qSd-�49-4600 To Current Owner: Address: G aS r� T0`"'^ �� N ' City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years. The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY (1-3): ,� 1 '�CODE SYSTEM'�An ISTS which meeu all the location,design and conswction standards of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standazds of the current Orono Municipal Code but does meet the three foot separation requirement or two foot requirement for systems installed 1996 or earlier,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 designated 100-year flood plain,any ISTS which may �J or may not meet all the location,design,or construction standazds of the current Orono Municipal Code and which is failing for any reason;and any ISTS with less than three feet of unsaturated soil or sand between the disvibution device and the limiting soil chazacteristics. TANK CONDITION(5-10): 6 Tank inspection indicates: 5 Pumpout not needed at this time. 6O Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 yeazs. Tank was last pumped � '�'1'�`� )• Make sure septic tanks are pumped through manhole and not throu2h white inspection pipes. This allows for the proper cleaning. 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. DRAINFIELD CONDITION(11-141: � 8 Drainfield is dry,no surfacing evident. Some evidence of surfacing,not critical yet. 10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. COMMENTS: S�s�.. ��k ►�� « �� i.,-3,— z�� s��,�:� � ��r c J� , P�.'M� i�-��C 5 �—\�—0� �� ' d'C.��-., Date of Inspection Matt Bolterman- Septic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other vansfer of property,be advised that this report does not guazantee or certify that an existing system will continue to function properly,but is merely an opinion ofthe adequacy of the system under current conditions based on the available information. /�'� O` \ 7 �\ �� `�� CITY of ORONO ,�a �� `�,� -� a� � � �,� ,��► Mu�;�� otr�� `�� '�� Street Address: MailinQ Address: ��. . , �`�9�f�gg0�'� 2750 Kelley Parkway P.O. Box 66 July 2�;�fl4f� Orono, MN 55356 Crystal Bay, MN 55323-0066 Lvle P. Cox 92� Bro«�n Road North Long Lake, Mn »3�6 Dear Ms. Cox: An inspection of your septic system was conducted on July 20, 2000. A summary of the inspection is below. Septic Tank Condition 1. Pumpout not needed at this time. The septic system is non-compliant due to a lack of a three foot separation distance beriveen the bottom of the drainfield to the seasonally high watertable. The three foot requirement is a State Code;not a City Code. A soil boring �vas conducted to determine the depth of the seasonally�vatertable. The residence must connect to the municipal sewer system no later than December 31, 2007. Enclosed is a list of state licensed septic contractors �vho �vork in Orono on a regular basis. Also enclosed is a fact sheet explaining how a septic system funcrions properly. Finally, an as-built dra��-ing is enclosed that shows the appro�cimate location of the septic system. If you ha��e any� questions regarding this report; please contact me at the City Offices at 249-4600. Res ectfullv, �l0 �l��" Chris Pence On-Site Systems Manager Enclosures In the event this inspectian report is used to satisfy the requirements for a mortgage or other transfer of propert}',be adr•ised that this report does no guarantee or certify the esisting system�r'ill 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 the system location and pumping records. Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us - _ ��' � O O l .,;,. ,� CITY of ORONO a ti Municipal Offices ti ' % � Street Address: Mailing Address: ��`91f Og'�� 2750 Kelley Parkway P.O. Box 66 E8�1 ,,, --_= Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: � !� 4�i Address: 925 Brown Rd. N. Permit #'s: none Dates: Contractors: unknown (This is �] an existing system [ ] new construction) . SYSTEM COMPLIANCE (1-3) : 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 ar.d is functioning properly. 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.) 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. 10 O*�e 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.) INFIELD CONDITION (11-14) : 11 11 Drainfield is dry, no surfacinq 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. ) : medium COMMENTS: The septic system is non-compliant, but does not appear to pose an imminent threat to public health or safety (surface discharge or backup into the dwelling) . The system must be repaired or replaced by 12/31/2002 or within ninety days of posing an imminent threat to public health or safety, whichever comes first. �i �� g �� / `�� 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 wi11 conti*�ue to functicn properly, but indicates the operation of the system under current conditions. Telephone (612) 473-7357 • FAX 473-0510