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Home My WebLink Aboutseptic info CITY OF ORONO �O� M�micipal Offices O O Post Offite Box 66 Crystal eay, MN 55323-0066 � � ON–SITI� SEWA(�E T.REATMEI�I'1' ,� � INSPECTION REPORT ti ��9kEs8o�'�G Owner• a! �i� Address• � � � Permit #�'s: Dates: /"T!—o '�o�' ontractora:=J�� 1'�/�. �� City ordinance nunber 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 below. (This is �,an existing system [ ] new construction) S TEM CONFORMITY 1-3 : 1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, end 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 instatlation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into graxid or surface uaters. 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 location, design, end construction standards of the current City Codes and which is failing for any reason; .and any.system wtth less than 3 feet of unsaturated soil or sand between the distribution device and the lim�ting soil characteristics. (The limitin� soil charecteristic,l�d has or [ ] has not been identified at this time. If the limiting soil characterist�c has not been identi'rie21� this classification may be subject to revision.> TANK CONDITION (5-10): Tank inspection indicates: 5 Punpout not needed at this time. 6 Solids accumulation in tanks indicates they should be punped out this year to help prevent future Problems. 7 Solids accumulation in tanks is at a critical level. Tanks should be punped out as soon as possible. 8 System is discharging to the surface. Tanks must be pimped out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed �n each tank at next pumpout. If tanks have not been punped out within the last three years, they should be punped out now. 10 lnspection pipe is located directly over tank batfle (does not give accurate measurement of solids accumulation). 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 Oreinfield is dry, no surfacing evident. Sane 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 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.): COMMENTS: Da e of Ins ection S ic Syste Inspector Note: In the event that this inspection report is used to satisfy the requiwements 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�tion and pumping records. WHITE COPY/Inspectors Flle YELLQW COPY/Homeowner CITY OF ORONO � O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(�E TREATl�NT INSPECTION REPORT ti `�� kEsxo�' Owner:=+�� _�� Address: ICI� LLl1��l�t�.J /�f!��C� Permit #�'s:�o� �Dates:�0"14��'S��Contractors: ��iJ/�),�/'��^`f'�f��'\ �� City ordinance nunber 700 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 C�an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): � "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 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 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 limitin� soil characteristic� has or [ ] has not been identified at this time. if the limiting soil characteristic has not been identi ied, this classification 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 should be puiwed out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical level. Tanks should be punped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface dischar$e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next punpout. lf tanks have not been punped out uithin the last three years, they should be punped out now. Q Inspection pipe is located directl over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pu�out within the last three years, they should be punped out now � • ORAINFIELD CONDITION (11-14): D field inspection indicates: �Drainfield is dry, no surfacing evident. 72 Sane evidence of surfacing, not critical yet. 13 Drainfield is seturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repeirs must be completed uithin 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (sloae.setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (deaends on soils,water table,etc.): COMMENTS: J Date o Inspection ic Sy9tem 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 ex�sting system will continue to f�mction properlyi 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 premises with the system locstion and punping records. WHITE COPYllnspectors File YELLOW COPY/Homeowner CITY OF ORONO �O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(�E TREATI�NT � � INSPECTION REPORT ti ��'�k'�sxo�`'�G Owner: . 1/�11� �"�/1571°l.t.ZSK►/ Address: �05`J !�l�I/�P�/ 1i'l�r Permit �'s: g6 6 Dates: � - -g Contractors: �is/�lfar/i�.T, ��rsa�C�. City ordinance number 700 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 f,,�l an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): "CODE SYSTEM��-A system which meets all the location, design, arxl 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 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 uat�rs. 3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 700-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 lim�ting soil characteristics. (The limiting soil characteristic �L has or [ ] has not been identified at this time. If the limiting soil characteristic has not been identiTied, this classification may be subject to revision.) . TANK CONDITION (5-10): Tank inspection irxiicates: 5 Pumpout not needed at this time. 6 Solids accunulation in tanks indicates they should be punped out this year to help prevent future Problems. 7 5olids 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 punped out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) �st be installed in each tank at next pun�out. 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 solids accumulation). If tanks have not been pur�ped o ears, they should be punped out now. DRAINFIELD CONDITION C11-14): Dr nfield inspection indicates: � 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 lnspector imnediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM fA[LURE (depends on soils,water table,etc.): ��, � COMMENTS: Date of Inspection eptic Sy�tem 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 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. 7his report must be kept on the premises with the system locetion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore of Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. • � ' ' Crystal Bay, MN 55323 473-7357 OWNER �� S7'��✓su� ADDRESS �� '!�/r!-✓ ��✓qGe' PERMIT NO.'S. DATES ��`�`�9��`��- CONTRACTORS 5��/��' T�✓SoY� City Ordinance No.210 requires that each o�-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) �� Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be opereting properly. � Z Does not meet all current City standerds for new construction (1978 Code) but in most respects appears to be designed, located, and constructed generaliy in accordance with previous codes.System eppears to be functioning properiy;no major upgrading of the system is required at this time. � 3 Does not meet current City standards i� 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 replecement is necessary,soil teating 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 i�spection indicates: ❑ Inspection pipe ia located directly over tank baffle.(Does not �Pumpout not needed at this time. give accurate meesurement of solids accumulation.) If tanks ❑ Solids accumu�ation in te�ks 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. ❑ Soli� accumulation in tanks is at a critical level. Tanks Drainfield inapection indicates: should be pumped out as soon ss possible. � Drainfield is dry,no surfacing evident. O System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. O Drainfield is sa�urated and visibly discharging untreated ❑ Inspection risera missing—tanks could not be inspected, effluent to the eurface. This condition may require replace- Inspection risera (4"dia.pipe)must be instelled 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 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 ❑Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: �-�-9d 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 conditio�s 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 o f Lake il�linnetoyzka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER t �E-��Sl�� ADDRESS Ig�� L�/ErSZJ ��7�'1-d-G-� PERMIT NO.'S. �� DATES �'~�� —�� CONTRACTORS �J� P�� ' 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) ��2.�"PL,��yvl�Y�1� SY"SiZy7'�, �� 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 ( � Checked items may require your action) Tank" spection 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 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: Limiti g 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 � �air Lot size ❑ Medium oor ❑ Lake,wetiand,or stream ❑ High ❑ Inadequate �Drainage ❑ System is causing visible surface discharge. COMMENTS: <� �.�5 g —��8� Date of Inspection Septic System Inspecto 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 i�formation. This report must be kept on the premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner �j �vj�`sZ� � C/ � � i � �,s �/s� � �Gt� ��` � ��- _ �l� l�S �'- w �� -�� , ; _ . _ _ j _- - - __ _ _ __ __ - --__ ; _ ___ ____ - .t -- _-�--- ___ � _ � i July 2, 1984 Ms . Janet Aske 1845 Lakeview Dr . Orono , MN 55364 Dear Ms . Aske : We have completed a site evaluation for on-site sewage treatment facilities at your residence at 1865 Lakeview Dr. in Orono. The extremely high water table indicates that a mound system would be the most suitable on this lot . The areas suitable for �he mounds are quite limited . On the enclosed sketch we have shown a recommended location . We feel the mound could be best blended into the landscape at this location . A pumping station should be installed with the mound . The construction detail should be in accordance with current City of Orono "Mound Package" and "On Site Sewage Treatment Design Manual " . Please call if you have any questions . Yours truly, � " �• Carl Borg CB: ks \ • !��rJ ��V�er� Trti�t�z � N ��'� A Q � -� r, jh �3' a3'� c T � 43; as^� a o��' so�c �$ a �- --= T �n sa'y ��,a 3 ov�- 57' I 33 3 $ - - _ _ _ _ _ , �.I I a�'6 I�'q , � � c � 1 , , � � — � _ _ � .SEPTIC .SY.STEM INVENTORY Address: 1845 Lakeview Terrace PID: 27-118-23 42 0016 Building Type: residence #BRs/GPD 4 Systems/unit 1/1 Permit#: 2286, 7969 Date of Permit: 10/14/69, 6/2 Installer: Sullivan,E. J. Peterson C System Type: mound Appliances: lndry,dshw,dspl SYSTEM CONDITION Conformity: 1 Tank Condition: 10 DF condition: 11 Failure Pot: low SEPTIC TANKS Material: precast concrete Capacity: 1000, 1250 Setback to Bldg: 20 � DRAINFIELD � � � Length of Lines 150 #Lines: 3 Trench Width: 10 � � , Treatment Area: 70*35 Type of Filter: rock,clean sand l Tile Size: 1.5 Under Tile 9 Perc Rate: 25 � r�C, Setback DF-Bldg: 30 DF Ht above Wt. 3 r �� Soil Type: sandy clay loam Limitations: water table WELL DATA Setbacks - Well-Tanks: 55 Well-DF: 75 Report in File: n Pump Type: subm. Depth: 146 Diameter: 4 Method: drilled INSPECTION RECORD PUMPO UT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 6/24/85 replacement installation 1 10/18/94 2400 10/2/90 no surfacing 1 10/1/92 no surfacing 1 9/6/94 no surfacing-pump tanks 1 10/17/95 no surfacing 1 -- �� g ;� � l � U✓� � � 1�c d l � �� a��e � � } � r��.T • CITY OF ORONO f� �f o ie�� ADDRESS � Connected to CODE SEPTIC SYSTEM INVENTORY CARD Municipal Sevu� Address /��5 l�+kEL��F7�� fE'l�C� Property I.D. Z7—/��"�3 �Z DO�� Standard trench O Mound Ls,� y ,8 Loc_IC 2 System type ❑ Other Legal Description �'o�tN�rY1`! Ce.�g Atw>r Permit No. �2�� Date of permit ��/�'�o�} Installer �,[LL/1lAf�/ No. Bedroom Garbage Building type IeETL��"7Jf'_� or GPD��Laundry�Dishwasher� Disposal� SEPTIC TANKS: Material C.d�1L �1.�C/.•2 Capacity 1) 9�� 2) �� "—� S' :.�. 7''' /•c• Proper outlet and inlet Baffles Liquid depth to RO level !o� � � Height of tank bottom above water table/VEfh2 D►�' /N Distance to nearest building �S� DRAINFIELD: Total length of lines Number of lines Trench width Total treatment area(sq.ft.) Height of drainfield above water table /��,� p{�' /�/ Type of filter material Soil type 1 Distance from nearest bldg. 3�-� `f' Tile size Perc rate min/in Depth of fill over drainfield Z`� I/ -� Depth of rock over tile under tile LOCATION PUMPOUT RECORD SKETCH` r � : � COMPLIANCE DATE GALLONS � � \ �A C�f= � 2Ff1CiN(_. S � _ _ -_ � � � � %5'�% o J�'T 5�^Rr,4 Cc � �E1.V � n�K c�t�r.�"r 3y' 22'�'� `38` Z 9'� ,, , ; ; � �`�� e�.��F�'''� � 4 1'7 ,.� 6 �'K= f � i'�� --•c:U LY��f � �ude: 11 Well location —�' 2) Distance from house to septic tanks,dist.box, and drainfield S—SUBSTAN.DARD N — NONCONFORMING 3) North arrow and road .� ;�,>�,�.��i�rilc'C� �l:ff�y��/`�«/)lf-.�/� �f�l�� CITY OF ORONO Date ADDRESS � Connected to CODE SEPTIC SYSTEM INVENTORY CARD Municipal Sewer � ' � � ' f I�`� c'.�� `�L CC%�- WELL DATA Address /f'`;✓ C°l�L( ''�L Z� /��'/�'a-�( t: Property I.D. I O Standard trench I ,'�.JVlound � System type O Other Legal Description � �, t Permit No. Date of permit Installer � O No. Bedrooms Garbage .� c, I Building type or GPD Laundry Dishwasher Disposal � � ' � oQ p` SEPTIC TANKS: Material Capacity 1) 2) ° � c Q 'o �, a � > Proper outlet and inlet Baffles Liquid depth to RO level • :% � :° Height of tank bottom above water table Distance to nearest building � � � DRAINFIELD: Total length of lines Number of lines Trench width N Y C Total treatment area (sq.ft.► Height of drainfield above water table ;� U .� Type of filter material Soil type d ^� N d E r = Distance from nearest bldg. Tile size Perc rate min/in ° � Q � d > u � Depth of fill over drainfieid Depth of rock over tile under tile Y a � " p a V � LOCATION INSPECTION RECORD PUMPOUT RECORD SKETCH DATE COMPLIANCE DATE GALLONS �� ! �(.. `>tifS-,;7�jV/]/�E�1i �iTOI'��fil//VCl h L `>�a T"lSl=st7C'TDk'-1 L`� G '7�-S�=3 /il�rv��Scr,e%�c�Nb l�r_��c:��rs � �C LL�/1'JOI,I/�!O S�i'-i11�� (�-,_�-�—�`� //�-`�`l.�1cc E "l� Include: 1) Well location 2) Distance from house to septic tanks,dist.box, and drainfield C— CONFORMING S—SUBSTANDARD N —NONCONFORMING 3) North arrow and road