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Home My WebLink Aboutseptic info CITY OF ORONO �O� Municipal Offices O O Post Otfice Box 66 Crystal Bay, MN 55323-0066 a � ON—SITE SEWAdE TREATl�NT r� . ti INSPECTION REPORT ti '�' G �9kESKo�'� Owner: Address: �lYl � �L�P1�1-� ICi��]('�. Permit �'s: Dates:__ ll a-rS�7 Contractors: L�V/��'1Qi�' ��S• City ordinance nunber 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address hes been inspected and appears to fall into the cetegory checked below. (This is� an existing system [ ] new construction) STSTEM CONFORMITI' C1-3): 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 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 setisfactorily 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 mey or mey not meet all the locatiai, design, and construction standards of the current City Codes and which is failin for any reason; and any system with less than 3 feet of saturat s i or sand \/ �rWee.. rtie�:��..:�-..•:.... .� ;� and the limiting ac eristics. _, i ✓ � (The limiting soil characteristic� has or [ ] has not been identified at hisr ti . If the limiting soil characteristic has not been ident' ied, this classification may be subject to revision. TANK CONDITION CS-10): Tank inspection indicates: 5 Pumpout 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 accunutation 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 p�rnped 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. If tanks have not been punped out within the last three years, they should be punped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids ccunulation). If tanks have not been pimped out within the las , they hould out now. DRAINFIELD COMDITION (11-14): D�field inspection indicates: 1 Drainfie[d is dry, no surfacing evident. Some evidence of surfacing, not critical yet. 13 Drainfield is satureted and visibly discharging untreated effluent to the surface. Contact the City Inspector imnediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. IIMITING SITE FACTORS (slooe.setbacks.etc.): r�� POTENTIAL FOR SYSTEM FAILURE (deaends on soils.water table,etc.): ��,� C EN � �.` ate of Inspection e t Syste nsp ctor 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 properlyi 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 locetion 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 SEWA(3L TREAT�lENT INSPECTION REPORT ti ti �',� G 9kEsHo�'� Owner: �1/I�U C�7)rrnil�� Address: / C�/lV ��'l✓�LJ �� Permit �'s: � Dates: �� p J Contractors:��!/�'I�TBI�rl�Yd�'. 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> SYSTEM 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 pollutents into groimd or surface waters. "C�IFORMING 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 �saturated soil or sand between the distribution device and the limiting soil characteristics. (The limitin� soil characteristic [ ] has or J�.has not been identified at this time. If the limiting soil characteristic has not been identified, this classification may be s�ject to revision.> TANK CONDITION (5-10): Tank inspection indicates: 5 Pu�out not needed at this time. 6 Solids accumulation in tanks indicates they should be pimped out this year to help prevent future problems. 7 Solids accunulation 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 punped out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. lnspection risers (4" dia, pipe) must be installed in each tank at next punpout. If tanks have not been punped out within the last three years, they should be punped � OUL IIOM. lnspection pipe is lxated 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 p�rnped out now. � � ORAINFIELD CONDITION C11-14): Dr field inspection indicates: �Drainfield is dry, no surfacing evident. 12 Sane evidence of surfacing, not criticat yet. 13 Drainfietd is saturated and visibly discharging �mtreated effluent to the surface. Contact the City Inspector immediately. Repeirs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (sloue.setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (decends on soils.water table.etc J: ��9�,Y� f COMMENTS: Date of Inspection Septi 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 thet an existing system will continue to functi� property� but is merely an opim on 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 locetion and punping 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 SEWA(�E TREATNIENT r�`, � INSPECTION REPORT ti �� G 9kESH.�4' Owner: �i�� L�/�YY10I�Y� Address:� �1CM1 LA�v/L�rJ /�r1;r Permit �'s: � Dates: ��0�—�7 Contractors: /M�MP.�r U►�bS. 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 Q� 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 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 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 accumulation in tanks is at a critical level. Tanks should be pu�ed 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 lnspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed tn each tank at next p�.mpout. If tanks have not been pumped out within the last three years, they should be pumped out now. �0 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids acc�miulation). If tanks have not been punped out within the last three years, they should be punped out now. DRAINFIELD CONDITION (17-14): Dqe�y�field inspection indicates: �1Y 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 imnediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (sloae.setbacks,etc.): POTENTIAL fOR SYSTEM FAILURE (deaends on soils.water table,etc.): �� r COMMENTS: Date of Znspection eptic Sys em 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 w�ll continue to function properly� but is merely an optnion 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 tocstion 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 �__��!lIL1'lr1 ADDRESS /U(,Q ��/L�✓ ��✓YL�'Ge PERMIT NO.'S. ��77 DATES l��v�� CONTRACTORS `�� City Ordinance No.210 requires that each onsite sewage treatment system in Orono be inspected on a regular basis.The onsite sewage treatment system at the above address has bee�inspected and appears to fall into the category checked below. (This is � an existing system ❑ new construction) � � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properly, �( 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, ��' located, and constructed generally in accordance with previous codes.System appears to be functioning properly;no major upgrading of the system is required at this time. � 3 Dces not meet current City standards in many respects relating to design,co�struction,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 endangeri�g 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 nuisence.Please contact the City Inspector to discuss system repair/ replaceme�t procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design a�d 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 beffle.(Dces not �Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks ❑ Solids accumulatio� in tanks indicates they should be pump- have not been pumped out within the last three years,they ed out this year to help pre�rent future problems. should be pumped out now. ❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicatea: 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 surfa�discharge. ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risera missing—tanka could not be inspected, effluent to the surfece. Thia condition may require replace- I�spection risera (4"dia.pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they ahould be pumped out now. ❑ Dreinfield 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 disc arge. COMMENTS: s " ' lJ 6_/[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 tra�sfer 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 i�formation. This report must be kept on the premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner ,---_--_._ --------- ----- i ' . . . CITY OF ORONO Date ADDRESS . � Connected to COOE SEPTIC SYSTEM INVENTORY CARD Municipai Sewer � Address �8�� h/4�LEVIE(�J /E�Rr1LF Property I.O. T7—//R-Z,'3 `�� CX�(79 WELLDATA i ,1�Standardtrench Lor y gLbC� � + I � .❑ Mound °' I� Syatem type O Other Legal Description y2 N 7�— ��o�� ;, 4 '/ L IPermlt No. ��7'7 Date of permit ��- Z - �7 Installer /�/D M E� �4 n5. m S No. Bedrooms Garbage .� d I Bu(Idinp type ,B F S I�FN G� or GPD � Laundry�Dishwasher�_ Disposal�Q v o O E d .. SEPTIC TANKS:Meterial P2F_G1tST Co�v c . Capacity 1) 7S0 2) S�Op ° � : �p c o c,L S�e.o-r N ,� .�. y a Proper outlet end inlet Batfies Liquid depth to RO level � `,�_ -�. m O � E Height of tank bottom ebove water table ,NE�P oR �N Distance to nearest building l� '�S FT. `o ti A t/� � � DHAINFIELD: Total length of Iines 20f� Number of ilnes 3 Trench width 2 �-f N ��//�� // Y ��) � ' C W Total treatment area(sq.ft.) '70� Height of drainfield above water table /��!►2 :4 � � �� u ' � Type of fllter meterial Z'�} �x Sofl type g� � d � D(stance from nearest bidg. ZS' + Tile size Perc rate min/in ° � O � � .��,�/ �i,� � .. .. �. Depth of fill over drainfield �-�.�Depth of rock over tile under tile •a E c — O a �v 3 ' � �� ✓ v LOCATION INSPECTION RECORD PUMPOUT RECORD SKETCH DATE COMP��ANCE DATE GALLONS rY �� n ' S�rtfnCJN� , I�LZ cerxr�. naze�.v�D � S 7 - $� OUO �E�� -'7,--� O w 5�-�'$LI No Sw2FACaN� NorFfl Z 7-90 . Nc�s INSP� � � �n+ weTsoaLg '7-,�S-S lo No S/��r_.w� ..v� 2 �-5f•9S� �/O suRr�lc�,vc, �vrr�s� 2. /D�`�D �o Sv✓.�' �,�vn � '�D-i�a H l� � 27� ��i �-�� » �� ` ^'n �1J� �_ 30' 3 s' , 33� N3� � � . � r � ' __ �,, k , k � � ry `� N `Y I�clude: 1) Weil Iocation I 2) Distance(rom house to ' � septie tanks,dist:box, ' and drainiield C-CONFORMING S-SUBSTANDARD N-NONCONFORMING 3) North errow and road ( ` �� 6 � �� .� . ' _ , 3� Z�' 2� ' , 30� �� I 331 `7�3� i � ' . � / �' i , � 1 ) � i 1 , � � J � i � Z �� , t , I � � �