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Home My WebLink Aboutseptic info i-,-�'o �\.. � / . �� `. .,\. '��O \ �r, �` /; O \�` t� ,:.:-:�r::,;9 I CITY of OIZONO �,, r� �, .'� 1 , ,� } G, ,, ti„1 Municipal Offices 'ti,';' � � ', :. �`' • G Street Address: Mailing Address: `�`9$E$.�p'4�'�- 2150 Kelley Parkway P.O. Box 66 =;____.._.- Orono, MN 55356 Crystal Bay, MN 55323-0066 To: The Current Owner of Address �� 5'��5 ��'{ � City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a periodic basis. The onsite sewage treatment system at the above address has been inspected and the following is known about the system. A sketch of the known components of the system is available for most properties at the Orono City Hall. Imminent Public Health Threat Yes �No If yes, please contact the Onsite Systems Manager at 952-249-4626 within 10 days of receipt of this notice. The septic system must be brought into compliance. within 90 days. Failure to do so will result in referral to the City Attorney for legal action. System Ident' ed as Non-Compliant Yes No If yes, system must be brought into compliance by: December 31,2007 December 31,2010 � Other � � Septic Tank(s)Pump out Needed Yes �No The City recommends the septic tank(s) and/or lift tank be serviced and pumped out every three years. City records indicate the tank(s)were last pumped out on �� •- l 3rp3 . The tank(s) should be cleaned through the manhole and not through the inspection pipes,this allows for proper cleaning. Comments: �. Ins ector: Date of Ins ection /G -v � P p Telephone(952j 249-4600 • Fax(952)249-4616 w•ww.ci.orono.mn.us �� . O ,�, O ��_ � CITY of ORONO ,,.� .. � �� ;�, Municipal Of�ces . � '��: !��, G� � �,;,:�,.��.�`�"',� Street Address: Mailin� Address: 9kE$Hp4 2150 Kelley Parkway P.O. Box 66 Orano, MN 55356 Crystal Bay, MN 55323•0066 To Current Owner: Address: �Q� ��U�� `�'y � ,� � 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 (1-31: � 1 "CODE SYSTEM" An ISTS which meets all the location,design and construction standazds of the current Orono Municipal Cade. 2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the curnnt Orono Municipal Code but does meet the three foot separadon 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 SYSTBM" A pro6ibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may `� or may not meet aU the location,design,or construction standards of the current Orono Municipal Code and which is failing for any reason;and any ISTS with less then three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. TANK CONDITION(5-7): ank inspection indicates: 5 Pumpout not needed at this time. 6 Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years. Tank was last pumped ). Make sure septic tanks are pumaed throush manhole and not throu¢h white inspection uines. This allows for the proper cleaning. Keeu water softner and iron filter dischar�e out of septic svstem. 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 novK. INFIELD CONDITION(8-10): � 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: �c�:c��:�-�� S ��s.- L��-Q�'��.-5- d— �u�-- �t, `c��Rcc� by— \�-'�\-2 D i [� - �-ti�—o� G�- G'�-�. Date of Inspection Matt Bolterman- Septic System Inspector Note: In the event that this inspection report is used w satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guaranue or artify 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 infortnadon. Telephone(952)249-4600 • Fax(952)249-4616 �vww_�i_mm�n_mn_nc � � °� . � O�, O � . � �-�::�� CITY of ORONO .�1 � ��:�� '► � ��. . �"'�, ti .. Municipal Ot�ices "'•;��'��,�'�a G�' � "`•:';'�t;;;. SVeet Address: . g'`Y Mailing Address: .�E$1;� 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crysta( Bay, MN 55323•0066 Owner: C� C��7 �O��S . Address:_ �� S-f-�bbf �� /�! City Ordinance 199 requires that each existing on-site se�vage treatment system in Orono be inspected every two yeazs. The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORNIIT'Y (1-3): � � 1 "CODE SYSTEM" An ISTS which meet�all the lacatioq daign and construction standard4 of the current Orono bfunicipal Code. , 2 "CO�LIANT SYSTEM" An ISTS which doa not meet a11 the lacatioq desigt and construction standards of the curreat prono Municipal �'\ Code but doas mect the three foot separatioa requiremen�and which is not failing oc aa�**+�+��•nt threat to pubiic health or safaty. \ 3 )"NON-COMPLIANf SYSTEM" Aprohibited ISTS;an ISTS located within a dasignated 100-year flood plaiq aay ISTS wluch may �"� or may not meet all the location,drsign,or coattruction staadards of the cumut Orono bfuaicipal Coda aad which is failing for any reasoq and any ISTS witEi less thazi three feet of uivaturated soil or sand betwern the distnbution device and the limiting;oil characteristics, TANK CONDITION(5-10): ,� � Tank inspection indicates: .• - � Pumpout not needad at this time. OTank must ba pumped out this year (city coda requira tanks to be pumped out every 3 years. Tank was last pumptd J�l"'�� ), 7 Solids savmulation in tu�lcs is at a critical a cciticallavtL Tanks should be pumpad out as soon as possible. 8 S}stem is d'ucharging to the surface. Tanks must be pumped out within 48 houcs to eliminate surface discharge. 9 Inspa:don risers miuing-tanks could not be inspected, L�Ltpectien risecs(4"dia.pipe)must be installed in each tanlc at next pumpout If tanks hsve nut been pumptd out within the last three yaacs,they should ba pumped out now. - 10 Inspectiun pipa is located dincdy over tank ba@le(dou not give accurate measnreatent of solids accumulation). If tanks have not bern pumped out�vithin the last thrae years,they should be pumped out no�v. D IELD CONDITION 11-14 : � 11 Drainfield is dry,no surfacing evident 1 Soma e«dence of surfacing,not eritical yet . � ' ' 13 Drsinfield is satursted and visibly discharging untreated e@luent to the surfaca Contad the City Inspector irnmediataly.Repairs mtut be complstad�ichin 90 days. 1=F Driu�Fietd eatrnt and condidon unknoKr. COMtVIENTS: 5 S�-c� � : nOc�-Co� `;a�•� v \c�L� d � 3 �� t�O�Y'•0� wC,t•� ��C�a, r�� c� p � d.l- -�Ct��s • R�.e�0.c�, S—f �1.=�\� �L01�, ��.� ka��5 • . �—`� '�� Date of Inspection Septic System Inspector � Notr, Ia the evrnt that ih�t iaspection repad is used to satisfy the requirements for a moRgage or other trazufer of propecty,be advised that this repeR doa not guarantae or ceetify that an esisting systsm wilt eontiaua to funetioa praperiy,but is merely an opinion of the adequary of ihe system undcr cucrent conditioas bazed on the availabla infocawdoa CITY OF ORONO � O� M�icipel Offices O O Post Office eox 66 Crystal eay, MN 55323-0066 � � ON-SITE SEWAGE TREA'1'I�NT INSPECTION REPORT � Gti r�kESH�4'� Owner: l��t�IE/Q- (JD��S Address: ZOv ��u66s �Q,4.� �. N �s$,��'(o> Permit #'s: '"-" Dates: —' Contractors:_��7.sJ� City ordinance rwfier 100 requires that each on-site sewage treatment system in Orono be inspected on a regular besis. 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) STSTEM 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 STSTEM°-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, end which is operating satisfactorily by treating and disposing of the entire current sewage input without discherging 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 mey not meet all the tocation, design, and construction standards of the current City Codes and 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 limitin� soil characteristic�has or [ ] has not been identified at this time. If the timiting soil characterist�c has not been identifi , this classification may be subject to revisio�.> TANK CONDITION (5-10): � Tank inspection indicates: 5 Puripout not needed at this time. 6 Solids accunulation in tanks indicates they should be puroed out this year to help prevent future problems. 7 Solids accunulation in tanks is at a critical tevel. Yanks should be punped out as soon as possible. � System is discharging to the surface. Tanks must be purtiped out within 48 hours to eliminate surface dischar�e. inspection risers missing-tanks could not be inspected. Inspection risers (4'� dia. pipe) must be installed in each tank at next purpout. If tanks have not been pu�ed out within the last three years, they should be pu�ed out now. 10 Inspection 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�field inspection indicates: 1 Drainfield is dry, no surfacing evident. Sane evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging �mtreated effluent to the surface. Contact the City Inspector immediately. Repairs must be compteted within 90 days. 14 Drainfield extent and condition unknown. L1MITING SITE FACTORS (sloce.setbacks.etc.): w��jL � POTENTIAL FOR STSTEM FAlLURE tdeoends on soils.water table etc ): �y��(�� • CO�NTS: $ysfew, ru.eds �a �.c. Yeo/ac�d �y /��31-2D06 o�ur f� ��k d'► � �1�I4�t ►'�raul�ttrd hntt Feef S�..e.+itsart�M ;r� �rt�4�n IC r -c,J r3�`Lc sk.�. - �S�AT/G 9 Date f In p� iotT�n Septic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of p�operty, be advised that this report does not guarantee or certify that an existing system wilt contir�ue to f�sction properlyi but is merely an opim on of the adequacy of the system under curreni conditio�s based on the available information. This report must be kept on the pre�ises with the system locetion and punping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner � O� O . O ``� - CITY of ORONO � ry��r� - � �� ;, �,�• � '�v �� y� �lS� Municipal Offices r,� �N[,��3;,�;�.�;F�y� G ,� , � � r� :� Street Address: MaiNng Address: `q$Egg04' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323•0066 � ` � Owner: i� > t �1 � Address:200 Stubbs Bay Rd. N. Permit #'s:none Dates: Contractors:owner? (This is �j an existing system [ ] new construction) SYSTEM COMPLIANCE (1-3) : 3 1 Code Svstem: Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating properly. 2 Compliant Svstem: Does not meet all current City standards for new construction, but in most respects appears to be designed, located, and constructed in accordance Q with previous codes and is functioning properly. Non-Compliant Svstem: 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 svs m with less than three feet of vertical segara_tion between the bottom of the drainfield and the saturated soil level. (The saturated soil level f,�] has or [ � has not been identified at this time. If the saturated soil level has not been identified, this classification is aubject 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 � were not confixzaed to be watertight by the licensed pumping contractor. If the tanke were not confirmed to be watertight, this classification is subject to revision.) INFIELD CONDITION (11-14) : 11 1 ' Drainfield is dry, no 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: (svstem acre and condition, soils, etc. ) : medium CONII�IENTS: The non-compliant septic ayatem must be repaired by 12/31/2006 or within 90 days of failure (surface discharge) , whichever comes first. �`�1�� .r�--� �' .�.-- Date of Inspection ep c 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. Tetephone (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 v�,, ti INSPECTION REPORT ti ��kEsH.��'�G Owner: �rs�lYJ�I� �//�� Address: � �� L�G�/ KGY, /Vl Permit �'s: ,1')?nP_ Dates: '" contractors:_ D�ii/,17P,�7 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 below. (This is �an existing system I ] 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. "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 uaters. 3 "NON-CONFORMtNG SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which may or may not meet alt the location, design, and construction standards of the current City Codes and 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 so�l characteristics. (The limiting soil characteristic [ ] has or � has not been identified at this time. !f the limiting soil characteristic has not been identified, this c assification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: 5 Pumpout not needed at this time. 6 Solids accunulation in tanks indicates they shoutd be punped out this year to help prevent future problems. 7 Solids accianulation 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 punped out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers t4�� dia. pipe) must be installed in each tank at next punpout. If tanks have not been pun�ed'�u�within the last re , L1T ou 10 Inspection 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 pumped out now. DRA[NFIELD CONDITION (17-74): Dr nfield inspection indicates: � Drainfield is dry, no surfacing evident. ,f2 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated efftuent to the surface. Contact the City Inspector imnediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (sloae,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (deaends on soils,water table,etc.): �i�� COMMENTS: ate o Inspection S tic 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 tunction properlyi but is merely an opinion of the adequacy of the system under current conditions based on the available �nformation. This report must be kept on the premises with the system location 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 ��s '�� t ADDRESS -� �l� �y /�T� �r/• PERMIT NO.'S. f��- DATES CONTRACTORS d1"'�e� � 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) � � Meeta or ex�eds 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. � 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 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 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.(Dces not ❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks ❑ Solids eccumulation i� 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 eccumulation in tanks is at a critical level. Tanks Drai field inspection indicates: should be pumped out aa 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 surfac�discharge. ❑ Drainfield is saturated and visibly discharging untreated � �Inspection ri r missin —tank could not be ins cted, effluent to the surface. This condition may require replace- ns tion r' m t be insta I in each tank ment or additions to drainfield. Contact the City Inspector at next�_ "•_-'�.��'� �nt Man o�rt1p@ out within immediately.Repairs must be completed within 90 days. the last three years,they ahould 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 Medium O Poor ❑ Lake,wetland,or stream High ❑ Inadequate ❑ Drainage ❑System is causing visible su ace di charg . 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 locatio�and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner On the North Sbore of Lake A�linnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay,MN 55323 � 473-7357 OWNER ��%/�� !�^�/✓�� ADDRESS �v�Z,.��o Ks(� ,/l/� PERMIT NO.'S. v DATES ' CONTRACTORS ��? City Ordinance No.210 requires that each on-site sewage treatment syatem in Orono be inspected on a regular basis.The onsite sewage treatment system at the above address haa been inapected and epp�n to fall into ttie cetegory checked beiow. (This is �an existing system ❑ new construction) � � Meets or exceeda current City standerds in all reapects relating to design,construction,and location.Appears to be operating properly. � 2 Does not meet all current City standarda for new conatruction (1978 Code) but in most respects appears to be designed, located, and constructed generally in acco�dence 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 standerds 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 problema. No major upgrading of system is required at this time. � 4 System may or may not mest current City standerda 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 aafety hazard,or is otherwise areating a public nuisance.Please contact the City Inspector to discuss system repair/ replacement procedures. tf drainfield replecement is necessery,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 indicatea: O Inapection pipe is locsted directly over tank baffle.(Does�ot ❑ Pumpout not�eeded at this time. gi�re accurate meseurement of solids accumutation.) If tanks ❑ Solid�accumulation in tanks indicatas they ahould be pump- have not been pumped out within the laat three years,they ed out this year to help prevent future problema. should be pumped out now. ❑ Solids accumulation in tanks is at a critical level. Tanks Drei field inapection indicetes: should be pumped out aa aoon aa poaaible. �Drainfield ia dry,no surfecing evident. ❑ System is discharging to surface. Tanka must be pumped 0 Some evldence of surfacing,not critical yet. within 48 hours to eliminate aurfa�discharge. ❑ Drsinfield is saturated and visibly discharging u�treated � � Inspection ri�n misting—tanks could not be inapected, effluant to the aurface. This condition may require replace- I�apection risen (4"dia.pipel muat be inatalled in each tank ment or edditions to drainfield. Contact the City Inspector at next pumpout. If tsnks have not been pumped out within immediately.Repairs muat be completed within 90 days. the laat three yean,they ahould 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 diacharge. COMMENTS: hTNr �aY� �'✓f � �//� �j1��/��//� ��.�..��,� ''a �,.��. �-a�-� Date of Inspection ptic System Inspector Note: In the event that this i�spection report is used to satisfy the requirements for a mortgage or other tra�sfer of property,be advised that tfiis report does not guarantee or certify that an existing system will continue to function properly,but ia merely an opi�ion of the adequacy of the system under current co�ditions based on the available informatio�. This report must be kept on the premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner On tl.�e North Shore o f Lakc Miianetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER �lP.�re� Pt'f'ei,��,7 ADDRESS ZnU S'�hS �-ca � • �, PERMIT NO.'S. - DATES — CONTRACTORS b�'i'��? 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 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. � 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 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 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 Dr infield 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 (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 ❑ Soit table,and syste condition) �Adequate ❑ High water table Low ��'�/S f-Qiy� S a�` � ❑ Fair ❑ Lot size �,Medium � ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. / 1 ,,,%1 COMMENTS: DLG4� 1~P_�(�lr�5 SYI01� 1.l17i;t1�- s�'S/_�� ►'�l �e-{�1 �u..nz,ap�( �Q I Yl L-C� }7r]d P' fU '�g12. W'e �'e0(/N�?/LL� 7�Lf�!r7 C( 0✓)C 'c� �1l�-s'L( o� tj t � �a. S '� �+.vo,°o{ eosf-� ,� a�� ( c�.sf�' 1 `�`�-, f 12� Date of Inspecti n 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 premises with system location and pumping records. WHITE COPY/ Inspector's File GOLD COPY/Homeowner On the North Shore of Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT POST OFFICE BOX 66 � . � � 1335 S. Brown Rd. Crystal$ay, MN 55323 473-7357 OWNER w ELCpN �E=��2sd� ADDRESS Z� STu'6'BS � �D !�S 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 ess hes been inspected and appears to fall into the category checked below. (This is Id an existing system ❑ new construction) \ � � Meets or exceeds current City standards in afl respects relating to design,construction,and location.Appears to be operating properly. \� 2 Does not meet all current City standards for new construction (1978 Coc�) 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. � 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 pollution to surface or groundwaters,or is creating a safety hazard,or is othervvise 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 thia time, give accurate measurement of solids accumulation.) If tanks ❑ Solids aecumulation in tanks indicates they should be pump- have not bee� 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 ia 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 I�spection risers miasing—tanks could not be inspected. effluent to the surface. This condition may require replace• Inspection risera (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: PR�SU(1�L� �J'({EA �Y Limiting Site Factors Potential for System Failure Site Capebilities for ❑ Slope (depends on soil types,water ture Expansion � Soil , �tabl�e,and system condition) �Adequate D High water table \U Low ❑ Fair ❑ Lot size `�Medium ❑Poor ❑ Lake,wetland,or stream O High � Inadequate ❑ Drainage ❑System is causing visible surface discharge: COMMENTS: � 0'� � 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 cenify that an existing system will cdntinue to function propelrly,but is merely an opinion of tFie adequacy of the system under current conditions based on ffie available informatio�. This report must be kept on the�remises with system,location anti pumpiAg records. , WHITE COPY/Inspector's File GOLD COPY/Homeowner