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Home My WebLink AboutSeptic info SEPTIC SYSTEM INVENTOR Y ' � � Address: 15 Brown Rd. S. PID: 34-118-23 34 0010 Building Typ residence #BRs/GPD: 4 #Systems 1 Units Billed 1 Permit#: 2846 Date of Permit: 9/9/71 Installer: Earl Day System Type standard trench Experimental: no Appliances lndry SYSTEM CONDITION Conformity: 3 Tank Condition: 6 DF condition: 11 Failure Pot: SEPTIC TANKS Material: concrete block Capacity: unknown Setback to Bldg: 30 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 Soil Type: Limitations: water table WELL DATA Setbacks - Well-Tanks: Well-DF: Report in File yes Pump Type: subm. Depth: 139 Diameter: 4 Method: drilled INSPECTION RECORD PUMPOUT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 8/1/81 system not located 8/10/82 system not located 8/26/26 no surfacing-tanks tentatively located 7/30/86 no surfacing-steel cap at surface 2 10/9/90 no surfacing-pump tanks 2 5/26/92 no surfacing-need pumpout record 2 9/27/95 no surfacing-pump tanks 2 9/25/98 non-compliant-repair by 12/31/2008 3 9/18/00 non-compliant, connect to sewer by 2010 3 ��9�oi Sew�s �c,�,�e��-ec� , . - �� ow � �c� . J . \ � i 1 g �1 II I � r- i � . � � � , , � , � �-� � -� � % � � � �� O o�, �� _� ��`�'��'�� CITY of ORONO � , r:� -' .'�, i; v�`,, � .;�' , ,'� �!�j,� Municipal Offices `��.� � �� `'``�G�� Street Address: MailinQ Address: j 2750 Keiley Parkway P.O. Box 66 �x,E8Kp4� -----— Orono, MN 55356 Crystal Bay, MN 55323-0066 September 2�, 2000 John& Bonnie Eiss 15 Bro��n Road South Long Lake, Mn 553�6 Dear Mr. & Mrs. Eiss: An inspection of your septic sy�stem �vas conducted on September 18, 2000. A summary of the inspection is below. Septic Tank Condition 1. Pumpout needed within one year(last pumpout date unknown). The septic s��stem is non-compliant due to a lack of a three foot separation distance bet«een 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 was conducted to determine the depth of the seasonally watertable. The residence must be connected to the municipal se�ver system by December 31, 2010. Enclosed is a list of state licensed septic contractors who �vork in Orono on a regular basis. Also enclosed is a fact sheet e�plaining how a septic system functions properly. Finally, an as-built drawing is enclosed that sho��s the approYimate location of the septic system. If youu have any questions regarding this report, please contact me at the City Offices at 249-4600. R pectfully, I � � � ti� � . � Chris Pence On-Site Systems Manager Enclosures In the e��ent this inspection report is used tu 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 continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the a��ailable 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�� 0 0�� CITY of ORONO ,� t;��: �, !� Municipal Offices �� ` G~ Street Address: Mailing Address: l� ��,�i;. $'EggO ./ 2150 Kelley Parkway P.O. Box 66 -_== Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: _�� ._� Address: 15 Brown Rd. S. Permit #'s: 2846 Dates: 9/9/71 Contractors: Earl Day (This is [ 7�� 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 under this septic system. If the saturated soil level is not id�entified, this classification is subjact 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. 10 One or more tanks are cesspools, which means the septic system, is non-compliant. (The tanks are [ ] or are not [ ] watar tight or the condition is [ ] unknown. If the tanks are not confirmed to be watertig t, this classification is subject to ravision.) AINFIELD CONDITION (11-14) : 11 41 Drainfield is dry, no surfacing evident. 2 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. ) : CONIMENTS: In order to confirm that your septic system meets Minnesota standards, soil borings were performed to verify a 3 foot separation between the drainfield and the seasonal water table. The separation is 0 feet and the system is non-compliant. Repair or replacement of the septic system is required by 12/31/2008. n � � � — p�`-��(�� /� ��l Date of Inspection Se 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. Telephone (612) 473-7357 • FAX 473-0510 CITY OF ORONO � O� Municipal Offices O � O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT r�)� �, INSPECTION REPORT �� j~ 9kESH0�'� Owner: ��/)� �) J� Address:�� }�f)la)Y1. I�C.i• �>. Permit #'s: � Dates: "7�� Contractors: �1�'1 �,�\) City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is�an existing system [ 7 neu construction) SYSTEM CONFORMITY (1-3): 1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any poltutants into ground or surface waters. 2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the current City Codes, but was installed according to the code in effect at the time of installation, and which is operating satisfactorily by treating and disposing of the entire current seuage input without discharging any pollutants into ground or surface waters. 3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which may or may not meet all the location, design, and construction standards of the current City Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (The limiting soil characteristic [ ] 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 accumulation 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. 8 System is discharging to the surface. Tanks must be p�xnped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next pumpout. If tanks have not been pumped out uithin the last three years, they should be purtiped out now. 0 [nspection 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 ree v`ears, they should be pumped out now. , o ar� � , DRAINFIELD CONDITION (11-14): D�field inspection indicates: 1 Drainfield is dry, no surfacing evident. 2 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector inmediately. Repairs must be completed uithin 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): PO7ENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): �/��r.� �.X�i COMMENTS: Date of Inspection S p c System nspec or Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certify that an existing system will continue to function properly� but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the pre�nises with the system loc=tien and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner CITY OF ORONO � O� Municipal Offices O � O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT v$,, �, INSPECTION REPORT 'C�� G~ �kESH��'� Owner: ��Q� //Y.�.S?T�Pv Address: ��,(�/�DL✓✓j'� /`f�. .S. Permit #'s: Dates: /—/�� Contractors: ��r�/ ��/ City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is �Q an existing system [ ] neu construction) SYSTEM CONFORMITY (1-3): � 1 ��CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input uithout discharging any pollutants into ground or surface uaters. 2 "CONFORMING SYSTEM'�-A system uhich 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 uhich is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface uaters. 3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which may or may not meet all the location, design, and construction standards of the current City Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (The limiting soil characteristic [ ] has or �. has not been identified at this time. If the limiting soil characteristic has not been identified, this classification may be subject to revision.) TANK CONDITION (5-10): �_ T�alc inspection indicates: c.y 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. 7anks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out uithin 48 hours to eliminate surface dischar�e. 9 [nspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next pumpout. If tanks have not been pumped out Within the last three years, they should be pumped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids acc�miulation). If tanks have not been puriped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): � Dr nfield inspection indicates: Drainfie[d 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 lnspector imnediately. Repairs must be cortipleted within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table,etc.): ��,� COMMENTS: Date of Inspection ptic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certify that an existing system will continue to function properly� but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the prE�nises with the system loc�tien and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore o f Lakc Mizznetorzka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER �� • �STY't'�/ ADDRESS ,,[��ih �L�� PERMIT NO.'S. �'`�� DATES �� ,l 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. IThis 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. �J( 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, 4� located, and constructed generally in accorda�ce with revious codes.S stem a p y ppears 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 operati�g 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 ta�k baffle.(Does not ❑ Pumpout�not needed at this time. give accurate measurement of solids accumulation.) If tanks ❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they ed out this year to help prevent future problems, should be pumped out now. ❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates: should be pumped out as soon as possible. �Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risers missing—tanks could not be inspected. effluent to the surface. This condition may require replace- Inspection risers (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: �Y �� !� S fl (�,�� _ir f�i� �l,r.s� �Pr. JvAa✓s GIn S�2k/� ��f'�'!��/'lf�b✓� �a�-�� Date of Inspection eptic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information, This report must be kept on the premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner On th.e North Shore o f Lake Mi�zrtetoyzka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER �P�t'�iGE ��STNy ADDRESS �� OS%IOWN �I� ��* PERMIT NO.'S. 'Z � �� ' DATES � �t f �� 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 ab�ove�add'ress has been inspected and appears to fall into the category checked below. (This is L�an existing system ❑ new construction) � 1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properly, n 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 functio�ing 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 ( � Checked items may require your action) Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not _.�� Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks ❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years, they ed out this year to help prevent future problems. should be pumped out now. ❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates: should be pumped out as soon as possible. —"E] Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risers missing—tanks could not be inspected. effluent to the surface. This condition may require replace- Inspection risers 14" dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. ❑ Drainfield extent and condit�on unknow�. 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 ,-0 Low —�{� Fair �� Lot size ❑ Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: �_ ,� �t L�i _�� G � C = /�. Date of Inspection S 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 wili 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