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Home My WebLink AboutSeptic info � � SEPTIC SYSTEM INVENTORY �Ci �`w r� P� �� G _ - -- Address: 800 Brown Rd. S. PID: 03-1 17-23 43 0005 ,�<V,1 � � U Building Typ residence #BRs/GPD: 3 #Systems 1 Units Billed 1 Permit#: none Date of Permit: Installer: unknown � `^ ��,A �l System Type standard trench Experimental: no Appliances � SYSTEM CONDITION Conformity: 3 Tank Condition: 5 DF condition: 11 Failure Pot: high SEPTIC TANKS Material: concrete block Capacity: 500 Setback to Bldg: 20 Cesspool: unknown 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: 50 Well-DF: 50 Report in File Pump Type: Depth: Diameter: Method: INSPECTION RECORD PUMPOUT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 8/1/81 nobody home-no surfacing 9/25/86 500 10/13/82 tank located-no surfacing 3 10/30/90 500 . 7/28/86 west of tank is soft 3 8/5/93 500 6/30/88 no surfacing 3 2/16/94 500 10/11/90 no surfacing-pump tanks 3 5/10/94 800 5/19/92 ditched area soft 2 3/13/95 500 10/13/95 non-conforming-tanks overfull,repair by 3 10/17/95 500 10/20/98 non-compliant-repair by 12/31/2002 3 2/6/96 500 9/21/00 non-compliant, connect sewer 12/31/201 3 6/24/96 800 10/24/96 500 10/22/97 500 6/9/98 500 5/13/99 500 9/29/99 800 12/22/99 800 2/24/00 700 � 4/21/00 500 c. � � � ."'�� .. �� ---_. -----�_. -�-- \ gi?� ��w►�. �� S� \ v�,�l 1 __ _ � � � � , , , I ► �,a � ��,� � T �3 � �I � � " I 1 � � 1 �� , ' \ ' 1� � \ � \ � � \ �� \ c� �r � � � �e� \ `� --_ �_ ^ �� 1 \ \ � \ . \ \ ` \ 1 , I r--- 1 , _ _ -- �� T�ro��r� • , 8�� dwn K�. �. .--- - � �,� � � � ��\ O O\\\' � CITY of ORONO ,� r �:. �, r�,, �l5r Municipal Offices '� ` G j/ Street Address: Mailing Address: ��9�C'EggO�'� 2750 Kelley Parkway P.O. Box 66 �� _- -_ ' Orono, MN 55356 Crystal Bay, MN 55323-0066 September 25, 2000 Ruth A. Vickerman 800 Brown Road South Wayzata, MN �5391 Dear Ms. Vickerman: An inspection of your septic system was conducted on September 21, 2000. A summary of the inspection is below. Se�tic Tank Condition 1. Pumpout not needed at this time. The septic s5�stem is non-compliant due to a lack of a three foot separation distance between the bottom of the drainfield to the seasonally high��atertable. The three foot requirement is a State Code, not a Cit}� Code. A soil boring was conducted to determine the depth of the seasonally�watertable. The residence must be connected to the municipal sewer system by December 31,2010. Enclosed is a list of state licensed septic contractors who work in Orono on a regular basis. Also enclosed is a fact sheet explaining ho�v a septic system functions properly. Fina11��, an as-built drawin� is enclosed that shows the appro�:imate location of the septic system. If y�ou have any questions regarding this report, please contact me at the City Offices at 249-4600. ReSpectful , ,j�� ti�/ Chris Pence On-Site Sy�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 advised that this report does no guarantee or certify the 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 the system location and pumping records. Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us � o:�,. 0 0 � �: �r�.�.- ,, CITY of ORONO � � !� �% Municipal Offices "�`"� � '; �'� i � Street Address: Mailing Address: ��$ Og'�� 2750 Keliey Parkway P.O. Box 66 � _ ES�I .�� _-_� Orono, MN 55356 Crystal Bay, MN 55323-0066 � `/ � y Owner: `\ / � �i�T f�`� Address: 800 Brown Rd. S. Permit #'s: none Dates: Contractors: unknown (This is [��] an existing system [ ] new construction) . SYSTEM COMPLIANCE (1-3) : 3 1 Code System: Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating properly. 2 Compliant System: Does not meet all current City standards for new construction, but in most respects appears to be designed, located, and constructed in accordance with previous codes 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 �he current input; and any system with less than three feet of vertical separation betw?en the bottom of the drainfield and the saturated soil level. (The saturated soil level is X] or is not [ ] identified under this septic system. If the saturated soil level is not identified, this classification is subject to revision.) TANK CONDITION (5-9) : 6 5 Pumpout not needed at this time. � Solids accumulation in tanks indicates they should be pumped out this year. 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 no� been oumped 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 accumu�ation. If tanks have not been pumped out within three years, they should be pumped out now. 10 One or more tanks are cesspools, which means the septic system is non-compliant. , (The tanks are [ ] or are not [ ] water tight or the condition is �l unknown. If the tanks are not confirmed to be watertight, this classification is subject to revision.) D INFIELD CONDITION (11-14) : 11 � Drainfield is dry, no surfacing evident. 2 Some evidence of surfacing, not critical yet. Repair is not required at th_s 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. ) : high COMMENTS: The septic system is non-compliant, but does not appear to pose an i^�minent threat to public health or safety (surface discharge or backup into the dwelling) . T'r,� system must be repaired or replaced by 12/31/2002 or within ninety days of posing an imminent threat to public health or safety, whichever comes first. ��-� �� -- �� u � � � r � �� -- Date of Inspection �ep c System nspec�or 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 TREATNIENT r�,� � INSPECTION REPORT ti ��9kESH04'�G � � � Owner: _�Ll �('�P�r \[,��'�Address: C7�J IJr��t�'\ i Permit #'s: �� Dates: '—' Contractors: /�r11L/X�i.�1'� City ordinance rnxnber 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 [ ] neu construction) SYSTEM CONFORMITY (1-3): 1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface uaters. 2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the current City Codes, but uas installed according to the code in effect at the time of installation, and which is operating satisfactorily by treating and disposing of the entire current sewage input uithout 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 between the distribution dPv,rP � rhp i��uno s�i� fnara �'-izs---�---; –� � t��,r .� 1�-�i-- � � (The limiting soil characteristic � has or [ ] has not been identified�atFt�}'i'is ti If the limiting soil characteristic has not been identifi d, this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: �-+��`�' I�`��/�� 5 Pumpout not needed at this ti ,61 Solids accumulation i indicates they should be puniped out this year to help prevent future problems. C7> ScL€ds a ' n tanks is at a critical Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tan s must be pumped out uithin 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 purtipout. If tanks have not been pumped out within the last three years, they should be pumped out now. 10 ]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 pumped out now. DRAINFIELD CONDITION (11-14): DpS�field inspection indicates: (11l Drainfield is dry, no surfacing evident. `T� Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City [nspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): r COMME TS: � �'' � � c' ' r ' �� • �� ✓ nY'� ! Date of Inspection ept c 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 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 eay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT INSPECTION REPORT � �� Gti '�k�sKo4'� Owner: //� ��G�?i/"IYYaI.-� Address: [X�/ /�'rpL✓1-� f�G J�• Permit #'s: /�� Dates: "—' Contractors: J City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. 7he 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. "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the current City Codes, but uas instalted 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 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 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): � 7ank 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. 7anks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be p�mped 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 within the last three years, they should be punped out now. � Inspection pipe is located directly over tank baffle <does not give accurate measurement of sotids accumulation). !f tanks have not been punped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION C11-14): Drainfield inspection indicates: 11 Drainfield is dry, no surfacing evident. 12 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector irtmediately. Repairs must be completed uithin 90 days. � Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE Cdepends on soils,water table,etc.): /��i�,� <,r� COMMENTS: Date of Inspection Septic ystem 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 oroperly� 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 uith the system loc�tion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore of Lake Misrnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT o POST OFFICE BOX 66 1335 S. Brown Rd. � ° � Crysta� Bay, MN 55323 473-7357 � /� � � OWNER 1L � iGKe'►�dY�l'1 ADDRESS ��-�� t�'� �� 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 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;�o 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 testi�g will usually be required,and a design and site plan must be submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CONDITION ( m Checked items may require your action) Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not ❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks �Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they ed out this year to help prevent future problems. should be pumped out now. ❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates: should be pumped out as soon as possible. � Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection risers (4" dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City �nspector 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: �a i��r� �� =� Date of Inspection Septic System �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 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 � O�t tl>r� ,�'nr�tb Shore of Lake Minraetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 owNER ��.�tti� U i C.�,��v�av� aooREss �300 vc�u�� «�� fZ�� u.�.�za,f�c 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 ab,oye address has been inspected and appears to fall into the category checked below. x (This is �Lh 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 co�structed 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 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 property 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 usualiy 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: �nspection 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 Drainf' Id 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 visibiy 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 instailed 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 compieted 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 ❑�ow ❑ Fair ❑ Lot size �Medium O Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: �i ' �Li � i' �'v�' ��✓ Date of Inspection � Septic Sys , 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 certify that an existing system will conti�ue 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 Oz� the North Shore o f I,ake Mi�inetoyaka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER /�i�i H- ��. Il i�ic��{N1�.✓ ADDRESS ��C I��L'cciL tC%� Sr. PERMIT N0.'S. %'�`t'ti�� DATES — CONTRACTORS - -- City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is �an existing system ❑ new construction) D1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properiy. � 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 �oes rot meet current City standards in many respects relating to design, construction, or location.Appears to be operating adequZely at this time, but has a relatively high potential for future problems. No major upgrsding of system is required at this tiee. � 4 Syster may or may not meet current City standards for design,construction or location, but is failing to properly treat and disposof the current input, and is endangering a water supply, or is a source of pollution to surface or groundwaters,or is creati� a safety hazard, or is otherwise creating a pubiic nuisance.Please contact the City Inspector to discuss system repair/ replament procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan must submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CONDITIO�� Checked items may require your actionl Tank inspection indica: ❑ Inspection pipe is located directly over tank baffle.(Does not ❑ Pumpout not nled at this time. give accurate measurement of solids accumulation.) If tanks ❑ Solids accumulon in tanks indicates they should be pump- have not been pumped out within the last three years, they ed out this year help prevent future problems. should be pumped out now. —'� Solids accumuon in tanks is at a critical level. Tanks Drainfield inspection indicates: should be pumEout as soon as possible, ❑ Drainfield is dry,no surfacing evident. ❑ System is dis�ing to surface. Tanks must be pumped --� Some evidence of surfacing,not critical yet. within 48 houneliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risEmissing—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection rise�" dia. pipe) must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpolf tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three y,they should be pumped out now. ❑ Drainfield extent and condition unknown. SITE CHARACTERI:S: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Siope (depends on soil types,water Future Expansion ❑ Soil table,and system condition) ❑ Adequate ❑ High water tah ❑ Low ❑ Fair �� Lot size O Medium ---0 Poor �❑ Lake,wetland;ream —fl High ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: t c y -1� '��5 G�> �r � Date of Inspection ptic System Inspector Note: In the event ts inspection report is used to satisfy the requirements �or a mortgage or other transfer of property,be advised that this report does not�tee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system u�der c 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