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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 SEWAGE TREATt+IENT ,� � INSPECTION REPORT ti ��9kESH0��G Owner: ��f�'n ,C�T.P.PV\ Address: vCJ Permit #'s: /�7� S Dates: �`�7-C;-/ Contractors: L�f'I�S � . City ordi.nance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. 7he 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 uithout discharging any pollutants into ground or surface uaters. 2 "CONFORMING SYSTEM"-A system uhtch 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 uhich is operating satisfactorily by treating and disposing of the entire current sewage input uithout 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 uhich is failing for any reason; and any�.yctem uith less than 3 feet of unsaturated soil or sand �between the distribution device and the limiting soil characteristics. � � �K�a t�' (o�v — (The limiting soil characteristic�has or [ ] has not been identified at thi time. f the limiting soil characteristic has not been identtfied; 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 p�xr�ped out this year to help prevent future problems. 7 Solids 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 p�xnped out within 48 hours to eliminate surface discharge. 9 lnspection risers missing-tanks could not be inspected. lnspection risers (4" dia. pipe) must be installed in each tank at next pumpout. ]f tanks have not been pumped out within the last three years, they should be pumped out now. � Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): ��a D field inspection i ' es: 11 Drainfield is � o sur a ing evi en �Some evidence of sur , cal yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector irtmediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): � '� / OMMEN S:� � �'J � i � � � Date of Inspection Sept'i tem nspector 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. 7his report must be kept on the prE�nises uith the system loc�tien and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner CITY OF ORONO � O� Municipal Offices O O Post Office eox 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT r$`,� � INSPECTION REPORT ti ��9kESH04'�G Owner•� � �{� �PPI'\ Address• ��L�/� (�///(� �� Permit #'s: ��'�_Dates:_ ��`1�� Contractors: �� (�R 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 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 uhich is operating satisfactorily by treating and disposing of the entire current seuage 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 ,�7�has not been identified at this time. If the limiting soil characteristic has not been identified, this classification may be subject to revision.) TANK COkD1T[ON (5-10): Tank inspection indicates: 5 Purtipout not neederJ 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 pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be p�mped out uithin 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed tn each tank at next punpout. If tanks have not been pumped out within the last three years, they should be pumped out now. 1 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pun�ed out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Drp�field inspection indicates: Q]J Drainfield is dry, no surfacing evident. TZ Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector irtmediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): �� COMMENTS: Date of Inspection Sept 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 opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the prE�nises with the system loc�tion 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 SEWAGE TREATMENT � �, INSPECTION REPORT ti ��9kESH��'�G Owner:�l�"Y� ��C'P1'� Address: o� �l" �-1� �� Permit #'s: ��t�S Dates:_�,�?-�� Contractors: � T/��Ad��;/�(,�t'�'friL'i� 1 City ordinance number 100 requires that each on-site seuage treatment system in Orono be inspected on a regular basis. 7he 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 uhich is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface uaters. "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the current City Codes, but was instalted according to the code in effect at the time of installation, and uhich 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 accurtiulation 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 pumped out as soon as possibte. 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 in each tank at next pumpout. If tanks have not been p�xnped out uithin the last three years, they should be purtiped � out now. /1Q' Inspection pipe is located directt over tank baffle (does not give accurate measurement of solids accumulation). �./ If tanks h wi , DRAINFIELD CONDITION (11-14): Drainfield inspection indicates: 11 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 immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING S1TE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): ��__ COMMENTS: � ��. �,��'.� 4./P�' ��f-��nvr► ��y� - - � Date of Inspection S 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 uill 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 prE�nises with the system loc=tion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore o f Lake Minnetorika ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER �/f�/�1 �I�t''�t'�/.'Y1 ADDRESS / /�,� ��1��''•i �i��l Y�.l�� PERMIT NO.'S. l�8 � DATES �l�`7�'6�� CONTRACTORS �LL rir � S�✓�� 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) � 1 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 ( m Checked items may require your action) Tank inspection indicates: �� Inspection pipe is located directly over tank baffle.(Dces�ot ❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If t�s. ❑ 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. �snould b up mped out�ow. ❑ 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 table,and system condition) � Adequate ❑ High water table � Low E�}Fair ❑ Lot size ❑ Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: �"" ril� riPG,(Zy ��S' )� �% f{ /iY// ��/'1� 7G7l7K� G/P1�� /Iy1�II��6%, �� 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 system location and pumping records. WHITE COPY/ Inspector's File GOLD COPY /Homeowner On tl.�e North Shore of Lake Mi�aszetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 owrvER �'-��,��, �-v��(.ee.� aooREss ��;�25 Cc��h-� �',lulo �c�c� PERMIT NO.'S. �J�� 3 DATES � �`"�� CONTRACTORS g`'��S �`"'"'�I,�c' 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 a ov address has been inspected and appears to fali 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,a�d 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 functionin ro erl / g p p y; no major ' upgrading of the system is required at this time. ❑ 3 Does not meei 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 upgrsding 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 potlution 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) Ta`n,�k'nspection indicates: ❑ Inspection pipe is located directly over tank baffle. (Does not ;�l 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. ❑ Soiids accumulation in tanks is at a critical level, Tanks rain Id inspection indicates: shouid be pumped out as soon as possible. �ainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped ;j ❑ 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 nd system condition) �Adequate ❑ High water table �ow ❑ Fair o�Lot size ❑ Medium ❑ Poor � � ake,wetland,or stream ❑ High ❑ Inadequate �—,._ ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: lL , cT I — �%(,/ � / � ';%�Lfi "-ll :- 'G�jt�✓ Date of Inspection - Septic Systa�m.F spector ✓ Note: I� 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 properiy,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 NortEr Shore o f Lakc�bli�znetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER C�.`t/ti� C1 �/�EI.�E�n� ADDRESS /�7� � �c��it i/,'y CGv,� /S lI PERMIT NO.'S. �5 �� DATES 7 Z y � �'� � CONTRACTORS ��'�` �,�a�'' 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 a dress 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 ali 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 inspection indicates: ❑ inspection pipe is located direct�y over tank baffle. (Does not --'—'8 Pumpout not needed at this time. give accurate measurement of sotids accumulation.) It 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 visibiy discharging untreated ❑ Inspection risers missing—tanks could not be inspected. effiuent 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 ❑ Soii 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: �. '✓.J l�O E-` / ,L...iL-� C.'- -L -l�--'. � ate 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 On the North Shore o f Lake Mznnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT POST OFFICE BOX 66 1335 S. Brown Rd. � Crystal Bay, MN 55323 • - � • 473-7357 OWNER �,_ZL'rt' G. r�L,h �r(,� ADDRESS ry� S Cc7i��t7TRy � � L_.: ' j� i'(l 14 i7 PHONE PERMIT NO'S. �56� DATES 7� �y"� 7 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: ❑ � Meets or exceeds current city standards in all respects relating to design, construction, and location. Appears to be operating properly. � � Does not meet current city standards in some respects relating to design, construction, or location. Appears to be operating properly. ❑ � Does not meet current city standards in many respects relating to design, construction, or location, Appears to be operating adequately. ❑ � Does not meet current city standards of design, construction or location, is being overused, or is fai�ing to properly treat and dispose of the current input and is therefore endangering a water supply, is a source of pollution to surface or groundwaters, is creating a safety hazard, or is otherwise creating a public nuisance. Please contact the inspector to discuss requirements for repairs to your system. Soil testing may be re- quired. In all cases a design and site plan must be submitted for review. Your contractor must obtain a permit before work is started. WORK REQUIRED: � Septic tanks must be pumped within 48 hours. � Drainfield must be repaired or replaced within 90 days. � Inspection riser (4"diam. pipe) must be installed in each tank. nR�y w�ex � Tank inspection indicates maintenance pum out is needed as a�i5 y�AR o�. �- 7' p seec�as-�aessi�ile. City ordnance requires that tanks be pumped out every three years. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑Slope (depends on soil types,water Future Expansion �Soil table,and systeFn condition) � Adequate ❑High water table ❑ Low � Fair ❑Lot size �Medium ❑ Poor �Lake,wetland,Qr stream ❑High ❑ Inadequate ❑Drainage �System is causing visible surface discharge. COMMENTS: - = c� �-� - s � � h- � '"�ft_ P�� ,n»_„�e�c1� -f'rf�s ��' c�? �ARZ�a n_/Pk T / � ' :�� ' �� C� t. lrri�Ov►.� Date of Inspection Sep ' System inspector This report must be kept on the premises with system location and pumping records. WHITE COPY / Inspector's File GOLD COPY /Homeowner SEPTIC .SYSTEM INVENTORY Address: 1925 Country Club Rd. PID: 27-118-23 43 0002 Building Type: residence #BRs/GPD 4 Systems/unit 1/1 Permit#: 1563 Date of Permit: 7/24/67 Installer: Bob's Plbg. System Type: standard trench Appliances: lndry,dspl SYSTEM CONDITION Conformity: 3 Tank Condition: 10 DF condition: 11 Failure Pot: high SEPTIC TANKS Material: Capacity: Setback to Bldg: 15 DRAINFIELD Length of Lines #Lines: Trench Width: Treatment Area: Type of Filter: Tile Size: Under Tile Perc Rate: Setback DF-Bldg: DF Ht above Wt: 1.5 Soil Type: Limitations: water table WELL DATA Setbacks - Well-Tanks: 50 Well-DF: 75 Report in File: y Pump Type: subm. Depth: 151 Diameter: 4 Method: drilled INSPECTION RECORD PUMPOUT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 9/6/78 compliance-no surfacing s 4/21/81 2000 4/27/81 tanks just pumped-stacks ok 2 11/25/85 2000 6/20/84 no surfacing 2 11/23/87 2000 7/25/86 no surfacing 2 12/8/90 2000 6/21/88 no surfacing 2 4/26/94 2000 10/8/90 no surfacing-pump tanks 2 5/19/96 2000 7/27/92 no surfacing-pump tanks within one year 2 6/2/97 2000 9/19/94 no surfacing 2 10/19/95 non-conforming-DF sat.,repair by 12/31/9 3 ,-- � J r \ z I I �� I n I � � _ _, , --�- � � , � . i � � � � � � � � i ; � � � ► �- , , , �� , �, - I �),�� - `�� ` ; � � � 9,Ll C�-b� _ u7 � � � � , � � , Q,�fi b,q� � I I � � � � � i � , ��t�J'� M�J�l� �'�� 1 � L�� 1✓ � ��