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Home My WebLink AboutSeptic info . _, � � �1 ��a c� ��_� i�� fi��-'��-� ��--C> I�� — .�, 0,�. O O CITY of ORONO a � !� Municipal Offices �� G~ Street Address: Mailin Address: S `9$EgHOg'� 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 October 26, 2004 Dear Project Area Residents; Sanitary Sewer Assessments 1. Assessment Amount and Time Period. The assessment ainount adopted for your properiy is$6,4000.The assessinent will appear on your 2005 tax statement and is for a 15-year period 2. Interest Rate. The interest rate applied to the assessment is 6.25%. 3. Initial Prepayment Period. The final date far fiill or partial prepayment of the assessment without interest is Mondav,November 30`'', 2004. 4. Future Prepayment Periods. Begiruiing in 2005, and every year thereafter, the remaining outstanding assessment may be paid off in full before November 15`�', or interest will be charged through December 31 of the next succeeding year. Senior Citizen Assessinent Deferral Owners of homestead property who are 65 years or older may apply for a defennent of the special assessment if they meet the income criteria set forth in City Council Resolution#2864. Sanitary Sewer Connection Information Your property has a nonconforming septic system, and City policy requires connection to sewer by the same date that a nonconforming septic system would need to be replaced.The cturent deadline for the replacement of nonconforming septic systems, in this neighborhood is, December 31, 2007. Any building permits for house additions that would require enlargeinent of a nonconforming septic system will require connection to the sewer before completion of the building project. The septic systeins in the Homestead neighborhood will still be inspected by the City and sewer connection will be required within 90 days for failing septic systems with surface discharge of effluent. Telephone(952)249-4600 • Fax(952)249-4616 dvevw.ei.erQno.mn.us � s The new sewer system is available for connection by property owners. The property owner is responsible for the sewer connection between the service stub, at the property line,and the house. The sewer connection must be completed by a licensed plumber, and the pluinber must obtain a City sewer connection permit before beginning work. The connection permit fee is $35.00. The City does not make recommendations on specific plumbers to use for sewer connections. It may be prudent to obtain quotes from several contractors for this work and to also verify contractor references and previous experience. The Sewer Availability Charge (SAC) must be paid to the City before the plumber can be issued a sewer Connection permit. This SAC fee is submitted by the City to the MCES(Metropolitan Council Environmental Services) and helps finance the cost of the reserve capacity built into the MCES sewer interceptor system for new sewer connections. The 2004 SAC fee is $1,350 and this fee has been increasing by $50 �ach year. The SAC fee must be paid in the same year that the sewer connection is completed. A pressure sewer system was installed in this neighborhood which requires the purchase, installation, and maintenance of a grinder pump. Progressive cavity grinder pumps that are capable of pumping at a constant flow rate over widely varying pumping head conditions are required for connection to this pressure sewer system. Environment One (E1) brand pumps are the most common and widely used pumps for these types of pressure sewer systems. The plumber will need to provide the City information on the type of pump used when obtaining a sewer connection permit to ensure that the correct type of pump is installed. Thank you for your assistance in this matter. Please contact me at 952-249-4621 should you have any questions. Sincerely; �-- `� ,y , ,��;i,. C , 1,./,f{( ,,r� J,( /J 1/ Gre Ga a �l g PP Director of Public Services _ _o�� . � ;�`, o O �1\, �� i==. �, �ITY of OIaUNO i.��i�:.;�;.'.�'.f�y . ,�,� ��Yt. +� ,,,f�" ,. ��, , Municipal Offices .,�„ r:, � �� F : ';;�' G Street Address: �15a-a4q"yb� 0 Mailing Address: �9k ` p4� 2750 Ketley Parkway P.O. Box 66 ESK - Orono, MN 55356 Crystal Bay, MN 55323-0066 To Current Owner: Address: �� f 0�n h-0 , �� 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 CONFORMI'I'Y (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 atl the location,design and construction standards of the current Orono Municipa!Code but does meet the three foot separation requirement or two foot requirement for systems installed 1996 or earlier,and which is not fiiling or an unminent tlueat 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 or may not meet all the location,design,or construction stanc�rds 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 distribution�vice and the limiting soil characteristics. TANK CONDITION(5-7): J Tank inspection indicates: 5 Pumpout not needed at this time. Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years. Tank was last pumped 7" �� ). Make sure septic tanks are pumped through manhole and not through white inspection pipes. This allows for the proper cleanin¢ Keep water softner and iron filter discharge out of septic sVstem to prolonE life of drainfield. Ask pumper to test alarm float to verifv alarm is still working 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. D IELD CONDITION 8-10 : � 8 Drainfield is dry,no surfacing evident. 9 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• ��w;��-.t�� 1 S n a�- C v*�,��;�- �- 1^��5�- �� s'cp��--�c� by �-�.3)-- zoa7 , �—��—Du �"'�� Date of Inspection Matt Bolterman - Septic System Inspector Note: ln the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that diis report does not guarantee or certify that an existing system will continue to function properly. but is mercly an opinion of the adequacy of the system under current conditions based on the available intomiation. � o� 0 0 -=j-# ��?� CITY of ORONO � �'a��r� � � , • �. �� '�� G,�ti Municipal offices ;,��i� � �� '!'�,-•;t7:;'-��:�`.`y Street Address: Mailing A�d�ess: `9�t'F,+ggOg' 2750 Keiley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 9sa-�49-4600 To Current Owner: Address: � �� u�`'�� R� �'� � City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every rivo years. The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY (1-31: � 1 '�CODE SYSTEM" An ISTS which meets 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 standards of the current Orono Municipal Code but does meet the three foot sePazation requirement or two foot requirement for systems installed 1996 or earlier,and which is not failing or an imminent threat to public health or safery. 3O "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any[STS which may or may not meet all the location,design,or construction standards of the current Orono Municipal Code and which is failing for any reason;and any ISTS with less than tivee feet of unsaturated soil or sand between the disvibution device and the limiting soil chazacteristics. TANK CONDITION(5-10): �_ Tank inspection indicates: SO 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 pumped through manhole and not throu�h 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(I 1-14): ci 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. CONL�fENTS: systt� hv�Y � j� ��CC() �. ��-3►-2007. � o� + � .svf�C; �jC cCr,(5 c� -�b�c,-.. '��k.� 5�.�„\ �_ �� ;�1 �F �'�.�e �,,,� ��T b;c�� „�—�1�� ,,,r.�;•� �c�Sr "� �cc,r5, � -- 6-1�-a a. �h.�uc ��.-�.._ Date of Inspection Matt Bolterman - Septic System Inspector Note: [n 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 ofthe system under current conditions ba�ed on the available infortnation. / / O \ � �\ � � �'� �� '�'� CITY of ORONO a , �,�. � �, ; �y, + -;� ti /% Mun;�;� ot�� ` �� _.� Gti �� „�'� Street Address: Mailing Addross: ,, / ,. ��`9�!',E�+gg�Og' 2150 Kelley Pa�kway P.O. Bax 66 Julv 2=4.26ff�� Orano, MN 55356 Crystal Bay, MN 55323-0066 Heinz F. Hutter 770 Bro�vn Road North Long Lake, �In 5�3�6 Dear NIs. Hutter: An inspection of your septic system was conducted on July 20, 2000. A summary of the inspection is belo�v. Septic Tank CondiNon 1. Pumpout not needed at this time. The septic s��stem is non-compliant due to a lack of a three foot separation distance behveen the bottom of the drainfield to the seasonally hi�h watertable. The three foot requirement is a State Code, not a City Code. A soil borin� was conducted to detemune the depth of the seasonally watertable. The sepnc sy�stem must be replaced by December 31,2007. Enclosed is a list of state licensed septic contractors ��ho work in Orono on a regular basis. Also enclosed is a fact sheet e�plainin�how a septic system functions properly. Finally, an as-built drawing is enclosed that shows the appro�cimate location of the septic system. If��ou ha�-e any questions regardin�this report, please contact me at the City Offices at 249-4600. Res ctful • � �� Chris Pence On-Site S��stems Manager Enclosures In the e��ent 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 certify the esisting system will cantinue to function properly,but is merei}�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 O '' i; ;;�,�_ ,� CITY of ORONO � �!4 Municipal Offices .. E , � '�� i �� _�-��"�G j � Street Address: Mailing Address: �� ,�9$EgHOg'� 2750 Kelley Parkway P.O. Box 66 -_--._� Orono, MN 55356 Crystal Bay, MN 55323-0066 r Owner: � �, Address: 770 Brown Rd. N. Permit #'s: 2474 Dates: 7/17/70 Contractors: Johnson Bros. P1bQ. (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 and 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 undar this septic system. If the saturated soil leval is not idantified, this classification is subject to revision.) TANK CONDITION (5-9) : 10 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. 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. I1�1 One or more tanks are cesspools, which means the septic system is non-compliant. (he tanks are [ ] or ara not [�] water ti�ht or the condition is [ ] unknown. If the tarilss are not confirmed to be watertigYit; this classification is sub ject to revision.) INFIELD CONDITION (11-14) : 11 11 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. ) : medium CONIMENTS: The septic system is classified as an eminent health hazard due to septic tanks without bottoms which discharge to the groundwater. The system must be repaired, replaced or connected to municipal sewer by 6/25/99. (Municipal sewer may or may not be available to you. ) ��-�'� � �---- Date of Inspection Se tic 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. Telephone (612) 473-7357 • FAX 473-0510 CITY OF ORONO � O� Municipal Offices O � O Post Office Box 66 Crystal Bay, MN 55323-0066 a � ON—SITE SEWAGE TREATMENT „� � INSPECTION REPORT ti ��9kESH��'�G . �' "�'� �� /I� J Owner: �� -. !-I�/ fP'�� Address: J /�� 1� UCU.i /V, � � Permit #'s: � Dates: �' Contractors:, I�YL`��/� ,l5�f�...�r ��•+�D City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site seuage 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) 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 seuage input without discharging any pollutants into ground or surface waters. 2 "CONFORMING SYS7EM'�-A system which does not meet alt 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 SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system uhich may or may not meet all the location, design, and construction standards of the current City Codes and which is failing for any reason; and a �tueen the distrihut;�� rlovira nnrl tV+n limifinn cnii characteristics ��,^� ��—Q�7 `I / (The limiting soil characteristic�has or [ ] has not been identified at is time. If the limiting soil characteristic has not been ident i , this classification may be subject to revision.) • TANK CONDITION (5-10): Tank inspection indicates: 5 Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped 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 purt�pout. If tanks have not been purtiped out uithin the last three years, they should be pumped out now. 0 ]nspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). !f tanks have not been pumped out Within the last three years, they should be umped out ow.� � �� L DRAINflELD CONDITION (11-14): D�field inspection indicates: 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 immediately. Repairs must be completed uithin 90 days. 14 Drainfield extent and condition unknown. L[MITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): ///�� f�! COMMENT • � , � /� � � � < t� �.;� � � .�� Date of Inspection Se t'c Sys em nspector 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 certtfy 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 uith the system loc�tic+n 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 a � ON—SITE SEWAGE TREATMENT r�)� � INSPECTION REPORT '�� G~ �kESH�4� Owner• �/�1 Z �TL/�Y Addres s• /�L7 �1�C�h�h ;I�[7� Permit #'s:� Dates: /`/�`� Contractors: /�n�Ya �1�� ✓/fk�� City ordinance number 100 requires that each on-site seuage 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) 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 tocation, 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 with less than 3 feet of unsaturated soil or sand betueen 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 classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: 5 Pumpout not needed at this time. 6 Solids accurtiulation in tanks indicates they should be pumped out this year to help prevent future problems. 7 Solids acuxnulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface dischar�e. ]nspection risers missing-tanks could not be inspected. 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_�d 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 within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Dr�n field inspection indicates: (1y 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 irtmediately. 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.): �' , COMMENT : -�-$ � c�� , o nQ . ✓ Y�c�s- 11 n�y ��' ��s - . s�� - 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 certtfy 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 informatton. This report must be kept on the prE�nises with the system locetion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore o f Lake Mi�anetoyzka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER �f'/�� 1� TI�L°l� ADDRESS ,�� i (>✓�'"� �� PERMIT NO.'S. ��L/ DATES ,Z/ �� CONTRACTORS �">� _ ►�'� ��. City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The onsite sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is ip an existing system ❑ new construction) � � Meets or exceeds current City standards in all respects relating to design,constructio�,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,a�d 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.l 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 Dra�i,n�{field inspection indicates: should be pumped out as soon as possible. ,�t 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. ❑ Drai�field is saturated and visibly discharging untreated ❑ Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection risers (4" dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soil table and system condition) ❑ Adequate ❑ High water table � low Fair � Lot size ❑ Medium �Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: /�"�-��'�� 1 Date of Inspection ptic System I�spector 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 opi�ion of the adequacy of the system under curre�t 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 nya th.e North Shore of� Lake Mizznetorzka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 � , , ,, .._._ , n OWNER �""�P;✓l;Z. !'�fii.t t'�T��i�� ADDRESS � s��.,� Y\�, �i�rf�(.��yt G��G�.�" PERMIT NO.'S. "1� � � DATES t � t �t �� CONTRACTORS'��I"i"��`•�r�� '�f'` �( ��J ' � 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 abov�address has been inspected and appears to fall into the category checked below. (This is �n existing system ❑ new construction) � � Meets or exceeds current City standards in ali respects relating to design,construction,and location.Appears to be operating properly. � =:�I�i`r_'/,�r� ��'zeL��,!%u,�-tC��5 /.?'✓'G �.,�'r�=t'!�':c'ti?. Does not meet all current Cit�Y standards for new construction (1978 Code) but in most respects appears to be designed, �2 located, and constructed generally in accordance with previous codes. System appears to be functioning properly; no major � upgradi�g 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/ repiacement 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 Drainti�ld inspection indicates: shouid 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 elimi�ate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated j`C❑,hcfsge��Kxfr�i�s'�rryise�f�tanks could not be inspected, effluent to the surface. This condition may require replace- �#�fi- " , " �e�n7t ment or additions to drainfield. Contact the City Inspector ,a�t�� 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 Futur�Expansion ❑ Soil table and system condition) �Adequate ❑ High water table � Low ❑ Fair ❑ Lot size ❑ Medium ❑ Poor .-�I Lake,wettand,or stream ❑ High ❑ Inadequate �❑ Drainage ❑ System is causing visible surface discharge. � ,/ r COMMENTS:� l/IC�L•�r�� i��:��4�Pl�L�Y`� l��l-�1_ �.4 �)l.f!i .'1��Q/'� /'/I��iL '�-��/��.�.. �EiJI�,��l_�l';�1�1�� C��f��l� ��_. i��1{L+��a�• �f�i �,�-2-:'.'/i �;�/1 ,/ ��P/5t� �.��'.A�:' �,aL��tYl��l��dal1 /� .J12i�t/� Y�.(/�V�it.l�"r��S1t')�J' �� _, _ � � � � /i �� r �Sr �"� ' � �/ /' �i�_ ) �11 ,�l��t iy� ��_ l�4'�,�/� . _ ,:��.� .�� J' �� '- ' t Date of fn�spection /-3e �t ;YnsL 6r��- � 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 Mizznetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER �� L 1 N � ��I U j T t— I� ADDRESS � 7L I.�I��W Iv I`� �;c� PERMIT NO.'S. `� � � � DATES 1 — ( t� 1�� 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�ddress has been inspected and appears to fall into the category checked below. / (This is Ll 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 probiems. No major upgrsding 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 wiil 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 ( � Checked items may require your action) Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not 0 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 (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 Potentiai 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 ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: ��,Cy i�.S 7 �`� ( ct ,�1��.s� � ��, �-L�, 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 premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner SEPTIC SYSTEM INVENTOR Y Address: 770 Brown Rd. N. PID: 34-118-23 12 0006 Building Type residence BRs Install'd for: 5 In Musa: Yes Permit#: 2474 Date of Permit: 7/17/70 Installer: Johnson Bros. Plbg. System Type: standard trench Experimental: no Tank Filter: SYSTEM CONDITION Conformity: 3 Tank Condition: 5 DF condition: 11 Failure Pot: medium SEPTIC TANKS Material: Capacity: Setback to Bldg: 45 Cesspool: yes DRAINFIELD Length of Lines: # Lines: Trench Width: Treatment Area: Type of Filter: Soil Boring: yes Tile Size: Under Tile: Perc Rate: Setback DF-Bldg: DF Ht above Wt: 0 a Soil Type: Limitations: water table WELL DATfI Setbacks - Well-Tanks: 50 Well-DF: 75 Report in File Pump Type: subm. Depth: 159 Diameter: 6 Method: drilled INSPECTION RECORD PUMPOUT RECORD DATE DESCRIPTIDN COMPLIANCE DATE GALLONS 7/16/81 no surfacing-tanks located 5/1/89 1000 8/5/86 no surfacing 2/18/94 1000 6/29/88 no surfacing 2 6/15/99 1500 10/5/90 no surfacing 2 .-� _ �3�v,_� 5/27/92 no surfacing-could not open risers,pump t 2 9/1/95 non-conforming-repair by 12/31/97 3 8/25/98 non-compliant-cesspool,repair by 10/31/2 3 7/20/00 non-compliant, repair by 12/31/2007 3 6/13/02 non-compliant,replace by 12/31/2007 non-complianT � , ��, .�L� 0 ; � � � ^ � -,\�� ,�� "� ,,:---i ,��,�V (`/�`� ` � � � L � `� `�l� ��own �( . �. z � lil � � I � � - I � ' � i ' I I � ii a- -�� ;�� `iC��!ca � � � � T �� 'z� �