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Home My WebLink Aboutseptic info CITY OF ORONO � O� Municipal Offices O O Post Office eox 66 Crystal eay, MN 55323-0066 � � ON-SITF SEWA(;E TREATl�ENT r�, �, INSPECTION REPORT '�� G~ '� 9kEsHo4`' Owner:= 1��. V�l Y/�ir� Address: �1C�� L!�'KP/j/'�d��`1/(��i Permit �'s: Dates: �D'c�� Contractora: ,1�7Y� ��V/11�.T�lPI'�- 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 has been inspected and appears to fall into the category checked below. (7his is ,�.an existing system [ ] new construction) SYSTEM CO�IFORMITT C1-3): t "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 sewage input without discharging any pollutants into gro�d or surface waters. "NON-CONFORMING SYSTEM��-A pr�ibited system; a system located within a designated 100-year ftoo�tain; any system which mey or mey not meet all the location, design, and construction standards of the current City Codes and which is faiting for any reason; and an s stem with tess than 3 feet of unsaturated soil or sand �between the distribution device and the limiti c a ac . /�. (The limitin� soil characteristic as or [ ] has not been identified a is �me. f e imiti g soil characteristic has not been identi ied, this classification may be subject to revision.) TANK CONDIT(ON (5-10): n� J_ Tank inspection indicat . `�L re 5 Pumpout not at this time. � Solids a lation in tanks indicates they should be pumped out this year to help prevent future problems. �neietien�in tanks is at a critical level. Tanks should be punped out as soon as possible. ystem 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 instelled in each tank at next pumpout. 1f tanks have not been punped out within the last three years, they should be p�mped out now. 10 Inspection pipe is loceted directly over tenk beffle (does not give accurate measurement of solids accunulation). If tanks have not been punped out within the last three years, they should be punped out now. DRAINPIELD CONDITION C11-14): ,`� a� field inspection ind' r-��d�'spi� vy Drainfield is rlry, sur cing eviden 12 Some evidence of su , e!-e al yet. 13 Drainfield is seturated and visibly discharging �mtreated 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 (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (deoends on soils.water table.etc.): O NTS. � � � Date of nspection p '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 opim on of the adequacy of the system under current conditions based on the available informetion. 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 Bay, MN 55323-0066 � � ON—SITE SEWAf3E TREATWBNT �,, ti INSPECTION REPORT ti '�' G �9kEBH�g'� Owner: _J�� Pd� Address:��l�� L��I,�.� �Yl�/�C� Permit �'s: Datee: ��!'�O�Contractors: J�n� .�/YY7PP.!'\ City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regutar 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 D�an existing system [ ] new construction> SYSTEM CONFORMITT (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 sewege 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, end which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any poltutants 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 mey not meet all the Location, design, and construction starderds 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 �Y 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 Purtipout 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 accunulation in tanks is at a critical level. Tanks should be puiped 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) must be installed in each tank at next punpout. If tanks have not been punped out within the last three years, they should be p�mpE.d out now. 0 lnspection pipe is lxeted directly over tank baffle (does not give accurate measurement of solids accunulation). lf tanks have not been punped out within the last t ree years, they should be punped out now.�n/_ _ � /r.5 1 DRAINFIELD CONOITION (11-74): Dr field inspection indicates: 1 Drainfield is dry, no surfacing evident. Same 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 S1TE FACTORS (sloce.setbecks,etc.): POTENTIAL FOR SYSTEM FAILURE (deoends on soils.water table.etc.): COMMENTS: Date of Inspection Sept' System Ins ector 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 pr certify that an existing system will continue to f�mction properly� but is merely en opim on ot the adequacy of the system under current conditions based on the evailable informatton. This report must be kept on the premises with the system locetion and purtiping 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 SI�IA(�E TREATMENT „� � IN3PECTION REPORT ti '�' G t9kESH��'� owner: �hr� .��.or Address: /�,3 �KP�/iP.� 1C✓1� Permit �'s: �376 Dates: b 3�"'��i Contractors: _X3/)►'� �eCr� 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 �nspected and appears to fall into the category checked below. (This is i� 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 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 lim�ting soil characteristics. (The limiting soil characteristic [ ] has or�,(L has not been identified at this time. If the limiting soil characteristic has not been identified, this �lassification may be subject to revision.) TANK CONDITION C5-10): � Tank inspection indicates: 5 Punpout not needed at this time. 6 Solids accumulation in tanks indicates they should be out this year to help prevent future problems. 7 5olids accumulation in tanks is at a critical level. an s 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 lnspectton 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. 70 lnspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). [f tanks have not been punped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Drp�nfield inspection indicates: /11 Drainfield is dry, no surfacing evident. "T2 Sane evidence of surfacing, not critical yet. 73 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 (slope,setbacks,etc.): POTENTIAL fOR SYSTEM FAILURE (deDends on soils,water table,etc.): J.�� COMMENTS: 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 opim on 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 locetion and punping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Sbore of Lake Minnetonka ON-SITE SEWAGE TREATMENT I INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER _Y�Y� L� S/N1��2d1'� ADDRESS �� l�T�I�I��•J �✓Y/lC2 PERMIT NO.'S. �`�L�-- DATES ,�t�lZ� CONTRACTORS s�J►'� SUr�,�er, City Ordinance No,210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The onsite sewage treatme�t system at the above address has been inspected and appears to fall i�to the category checked below. I (This is I�( 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, �� located, and constructed generally in accordan�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 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.Ptease 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: ,(� Inapection pipe is located directly over tank baffle.(�oes not ❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks ❑ Solids accumulation in tanks i�dicates 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. O Solids accumulation in tanks is at a critical level, Tanks' Drai field inspection indicetea: should be pumped out as soon aa possible. � Orainfield 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. ❑ �rainfield is saturated and visiWy discharging untreated ❑ Inspection risero 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 dis harge. COMMENTS: 7t" //ji►� ('L1YUS �Yf'ot7Y �� 1��I � Gi/p1�iP ��1�✓�H�f '7"�7 Qi� ��e �.m.M�fJu��'I�,�. /D`g�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 tfiis 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 _ CITY OF ORONO Date ADGRESS , , � Connected to ' CODE SEPTIC SYSTEM INVENTORY CAR� Mun;cipal Sewer Address !�i�.S' /hK.EVI E�.t.7 / Ea¢.R,�C� Property I.D. Z-7-[(u,-Z3 y3 DOU3 WELL DATA . �Standard trench � t� B(O�y� 3 { I I ar ' O Mound , � ... .w System type O Other Legal Description yZy?0 -� 6 g d0 �• ; t Permit No. I 3 H� Date of permit f�-2/- �� Insiailer �aHti7 S4�D EF�,L � k O No. Bedrooms Garbage ,� m �I . Buildingtype _ RESID�NGE orGPO ��_Laundry_�_Oishv�rasher�tlQ_ Disposalf� � C ' o p` E . a SEPTIC TANKS: Material 'f"!LG Capacity i) 7S� 2) SOd ° ¢ ' � i �, �. a Proper outiet and inlet Baffles Liquid depth to RO ievel �. � •'- ►v�ANtfdLE TZ7 SN2GAC� /1T'�'ANk � � � A � Height of tank bottom above water table Distance to nearest building 20 — � N � 0 ORAINFIELD: Total length of lines ZO� cT. Number of Itnes Z Trench width Z�r , � c 1 � Total treatment area (sq. ft.l �Height of drainfield above water table :° \ �- ' U V� Type of fi�ter material Soil type d \. � d E �� t = Distance from nearest.bldg. Tile size Perc rate minlin � � 0 � Depth of fil�over drainfield � �� c Q ;; v �_Depth of rock over tile under tile .,� d p a U � ��J � � Y � 5 ��.�/� � LOCATION INSPECTION RECORD PUMPOUT RECORO SKETCH LR�teWE'•� T�RAAGE DATE COMPLIANCE DATE GALLONS - � N�- -!3-,78 �n�•,,P�. t oEs�c�c-`L� .S (o"Z't3�-- 00 r( G._ ��'v 7-�i -�/ su/l�'�c:,�� 3 y-�f�'1 /as`D ' � �(-88 N�Su ea �_ 1L�L— 1 aCX� - f '_� , �_ 93Q 9a �_ 9-�R� �� '1 — vm��AnkS� � - , a T ��' ��,t,.�T�'' ,- � �rrE Include: 1) Welllocation 2) Distance from housa to septic tanks,dist.box, and drai�fieid C-CONFORMING S-SUBSTANDAR� N -NOIVCONFORMING 3) North arrow and road