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Home My WebLink Aboutseptic info CITY OF ORONO �O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(iL TRBA'1'l�NT INSPECTION REPORT ti �'�'� �G 9k'ESH.�4�' Owner: 1��11�1�[.� 1'�[��I�f�,� Address:� � r��l�I(��..J II�I�QC�� Permit �'s: Dates: � � ontractors: li�ZfY)'1�°r"'L�YOS./ I��ID/ln,'S(�'\ City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a reguler 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 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 ir�ut 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 floodptain; any system which mey.or may not meet all the location, design, and construction standards of the current City Codes and which ts failing for any reason; and an s stem with f u saturated soil or sand between the distribution device and the limiting c arec eristics. �� (The limitin$ soil characteristic has or [ ] has not been identified at this"time. If the limiting soil characteristic has not been identi i , this classification may be subject to revision.) TANK CONDITtON (5-10): � /_� Tank inspection indicates: / �,L� 5 Puipout not needed at this � Solids accumulation ' s indicates y shou be aunoed out this year to help prevent future problems. 7 ' ' in tanks is at ritical lev . 'fanks should be punped out as soon as possible. System is discharging to the surfac 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. lf tanks have not been punped out within the last three yea�s, they should be puiped out now. 10 inspection pipe is located directly over tank beffle (does not give accurate measurement of solids accimutation). If tanks have not been punped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION C11-14):� D field inspection indica ,J� 11 Drainfield is� �ur.acing ev� e Some evidence of s not cal yet. 13 Drainfield is seturat a v�sibly discharging untreated 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 Cslooe.setbecks.etc.): POTENTIAL fOR STSTEM FAfLURE (decends on soils.water table.etc.): � x s: � y� Date o nspection S p i ystem n ector Note: In the event that this inspection report is used to s�atisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or cert�fy that an existing system will continue to function properlyi 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 locption and punping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner CITY OF ORONO � O� Municipal Offices O O Post Office eox 66 Crystal eay, MN 55323-0066 a � ON—SITE SEWA(�E TREATI�NT INSPECTION REPORT ti ti '�',� G 9kEsHo4� Owner:�a )O �.Address: / /Ci(>L��.1/SBI.a� •/�P��, Permit �'s: Dates: — Contractors: �A/iAI�—�P�� /C�� City ordinance rxmber 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 �nspected and appears to fall into the category checked below. (7his is 7�I-an existing system [ ] new construction) STSTEM CONFORMITY 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 irqxrt � 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 uaters. 3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; eny system which mey or may not meet all the location, design, and construction standards of the current City Codes and which is faiti for any reason; and eny.system with less than 3 feet of �msaturated soil or sand m between the distribution evice and the limiting so�l characteristics. (The limitin� soil characteristic [ 7 has or [�,has not been identified at this time. If the limiting soil characterist�c has not been identified, this classification may be subject to revision.) TANK CONDITION C5-10): _ Tank inspection indicates: 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 Solids accumulation 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 rwt be inspected. Inspection risers (4�� dia. pipe> must be installed �n each tank at next punpout. If tanks have not been punped out within the last three years, they should be puiped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accunulation). If tanks have not been pimped out within the last three years, they should be punped out now. DRAINFIEID CONDITION (11-14): y, D�field inspection indicate�� (],?' 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 immediately. Repeirs must be completed within 90 days. 14 Dreinfield extent and condition unknown. LIMITING SITE FACTORS (sloce,setbacks,etc.): POTENTIAL FOR SYSTEM FAlLURE (deaends on soils,water table.etc.): ��(�y� COMMENTS: Date of inspection Sept 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 cert�fy 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 ptxnping records. WHITE COPY/Inspectors Flie YELLOW COPY/Homeowner CITY OF ORONO � O� Municipal Offices O O Post Office Box 66 Crystal eay, MN 55323-0066 a � ON—SITE SEWA(�E TREATNIENT � �, IN3PECTION REPORT ti ��9kEsxo4`'�c, Owner: �QY� ��e� Address:1/W L�K�✓lel�/ /C�. Permit �'s: Dates: — g Contractors: ��G'm�1�lJe✓1't/ �IlY1SOY1 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 � 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 uhich 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 uaters. 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 Fxmped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discherye. 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. � � lnspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out wi ears, they should be punped out now. DRAINFIELD CONDITION (11-14): Dr nfield inspection indicates: 1� Drainfield is dry, no surfacing evident. T2 Some 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 (slope,setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (deaends on soils,water table.etc.): C ENTS: � G S 0 Date of Inspection eptic 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 locstion 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 �C� L�«'1(�� ADDRESS ��L�C1 LA�i/�^�T�i�or'� PERMIT NO.'S. DATES ��?/��— CONTRACTORS f��,�✓��n� City Ordinance No.210 requires that each on-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 appeara 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,conatruction,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, 'r� located, and constructed nerall ge y in accordance with previous codes.System appears to be functioning properly;no major upgrading of the system is required at this time. � Does not meet current City standards in many respects relati�g to design,construction,or location.Appears to be operating 3 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 dispoce 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 puWic nuisance.Please contact the City Inspector to discuss system repair/ replaceme�t procedures. If drainfield replecement 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 i�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 aecumulation in tanks indicates they should be pump- have not been pumped out within the last three yea►s,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 indicetes: 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 risera miuing—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection risen (4"dia.pipe)must be installed i�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 laat 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: � D1/V r�C�S //'Y.�Ic'�a�{.� ��i fL71J�s L.✓�✓G /G�S1 D�� I�� _ �,/�� n�m�a�l no,� /D��(a Date of Inspection eptic 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 functio�properly,but is merely an opinion of the adequacy of the system un�r 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 ADORESS . � Connected to COOE SEPTIC SYSTEM INVENTORY CARD Municipal Sewer ' Z7-f/Q - 3 7 Z. •OObPj wELL DATA Address �� AK I�/FG�.) � A Property I.D. ,} � �Sta�dard trench � OT 3 �L.oC�L� I ❑ Mound � • System type C7 Other Legal Description �2y 70 —IZ�� ;, �i90 s -zs- �g ��y �frr�So t Permit No. /L7S Date of permit Ii-Z-�7 Installer �.,/Drv��2 � kl � No. Bedrooms Garbage .5 d I Bullding type Qdll� E7UGE or GPD 3 $2 Laundry X Dishwasher�_ Disposal,� � o � a SEPTIC TANKS: Material Capacity 1) 7SO 2)_,�rDO ° � � c .a � � Proper outlet end(nlat - Baffles - Liquid depth to RO levei - � � ' � :9 Helght of te�k bottom above water table L�F-11►2 Distance to nearest building �� , � � � g • � DRAINFIELD: Totel length of Iines ulX? � Number of Ilnes -� Trench wldth 2�y 3 � N y � Total treatment area(sq.ft.l �V�'� Height of drainfield above water table /l/�Ale :° � . ` � 3 � � Type of fiiter material >1? ��-K Soil type �►--qc-�c CciaYt-Y �,41'K � ,� �� E � = Dista�ce from nearest bldg. 0 'f" Tile size $ ��''�" Perc rete min/in ° � ,a, � // �� pyc:, (r+Nli'C �� /! u � � �`v Depth of flll over drainfield�Z'2 Depth of rock over tile `'� t under tile �Z �� E c u 'p' a 'v 3 . S� � �" � I.00ATION INSPECTION RECOfiD PUMPOUT RECORO SKETCH DATE COMPI.IANCE DATE GALLONS � T— 8 ZS-78 /-��D 600 s-�; �2 Box�� S 8?.`�?g � v Z ,��'� 6 o�b-gy AlD _SU2r-,ac�.vc� � �'�� o . ` '7-Z.S-8!0 �� .Z (0-1�-�a�— ! (o-22-f�0 NoScc�-��rvG� a �e z$' � �5Lo=1`✓ �_ 11 .� � 3'i� 33 � ��1� - � yy, 3�, � ��. nn su r`�a��r,�_ �_ `� , 8 ` f �8� �� . ,y,�b " . , 3 , Include: 1) Well location , 2) Distance from house to septic tanks,dist.box, and drainfield C-CONFORMING S-SUBSTANDARO N-NONCONFORMING 3) North arrow and road