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Home My WebLink AboutSeptic info 9 CITY OF ORONO Date ADDRESS � Connected to CODE SEPTIC SYSTEM INVENTORY CARD Municipal Sewer Address � � �� ; - .�n WELL DATA Property I.D. ��— /�7-2� �:3 C%i'i 2 � I Standard trench �T � �* m I O Mound � � System type ❑ Other � Legal Description y�yy� "�Z//�U tl) I� p � � � f � Permit No. 1�0/�� Date of permit �-- Installer � � p . � No. Bedrooms Garbage ,� � �°„ � Building type /�'t��p�,.iLE or GPD �)2 ± Laundry X Dishwasher Disposal �w � = a � SEPTICTANKS: Material �/�iC [_C�CK Capacity 1)✓ 2►✓ ° oC c 'o / � �, °. Proper outlet and inlet Baffles Liquid depth to RO level � � '� � � �/ / � � � Height of tank bottom above water table �K Distance to nearest building Y� �`n N � 'I � DRAINFIELD: Total length of lines 7 Number of lines �—Z- Trench width �t I Y Total treatment area (sq.ft.) ' Height of drainfield above water table � � �K � « U Type of filter material Soil type a ,.. � d Distance from nearest bldg. �� Tile size Perc rate min/in ° a n •� d � > � v Depth of fill over drainfield Depth of rock over tile under tile � a ' `�' � E c — p a U � LOCATI ON INSPECTION RECORD PUMPOUT RECORD SKETCH DATE COMP�IANCE DATE GALLONS �^ � /D�8-t32 i!/U.Sur��.aci.�.c� n�a r�� '��_�� l?�"� �v �� '3-65 O c� N 2- (�"�Z'5�9��—•, �' �, _"` L_La1_� \ � "��-.�;� /��. ��i.!!2-F�ICi L, /�lUq�/� L- � � �ay 9/ /�� .�r.�Y-�c,�� _ � 'i /� �$ i , ,. �Z I , � NZ �O I .� �b � t I i i � I f 1 � � I I Include: 1) Well Iocationl 2) Distance fron�house to � � _ __ septic tanks,�ist.box, ,_ I � and drainfield � ( C— CONFORMING S—SUBSTANDARD N —NONCONFORMING 3) North arrow and road � 1 � / ' B�`lsia� ,2or4D O�a the North Shoye o f Lake Minnetorzk�r ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 v'� OWNER �� -�M�� n ' "�� ADDRESS 3y2� t��s �� .— — -_ PERMIT NO.'S. DATES CONTRACTORS City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a reguiar basis.The on-site sewage treatment system at the above address has been inspected and appears to fail 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 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 tor future problems. No major upgrsding of system is required at this time. � 4 System may or may �ot 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 wil! 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 ipspection indicates: �Inspection pipe is located directly over tank baffte. (Does not �a'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 tabie,and system condition) �dequate ❑ High water table ❑ Low Fair ❑ Lot size �Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: S�Z�S Br T�-NKs , /��2�p� C�� Dk'A'!�l�lE`'L� U1�U�'-.�6DwN B�� i� �vtNC77onJl�vr� /�i�F'er�L`1 A-'7'� �iS T/H-t�. �, �1�- C� .� - - 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 �ot guarantee or certify that an existing system will continue to functio�properly,but is mereiy 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 t.he North Shore of Lake Mi�znetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER ��'Jbt'►'t � �/L`ct�7Gly �i'1C�tY"S(.`?Y1 ADDRESS �4G.� ,�SC�.��SiClr'- l�oc�� /�l�D d�L :� 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 systerri 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 generaily 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 ( 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 el)' in te su ace discharge. ❑ Drainfield is saturated and visibly discharging untreated �Inspection risers rth��s 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 �sysr�.�'�i�S ��F, �Fair ❑ Lot size Medium �Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: ��_�LI/'1/'L��S S{7(7L4J UIJU f Sf�(S'fP.-NLl_ WQ'S lLZS t-- DGLYYL/�� ln l GO(� �e ,/�.e��jvrirnpn��L au�zc.a�'ha Dr�c� P�t,��- � LKcf��' �z� �U�id cp s�1� ar r- Pi� ' uq�stl�`�-, ��8 a :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 On the North Shore of Lakc Mi�znetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7�57 OWNER �a� �t�S�I^+ ADDRESS ✓�� LT��`�l.° �► PERMIT NO.'S. �ne 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 curre�t 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, "Y�� 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 pub�ic 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 contracior 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 Drain ield 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 conditionl ❑ Adequate ❑ High water table ❑ Low �'Fair ❑ Lot size �Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. 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 premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner