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Home My WebLink Aboutseptic info SEPTIC SYSTEM INVENTORY Addr: 25 Cygnet Pl . PID: 04-117-23 22 0007 Building Type : residence # BRs/GPD: 4 # Systems/units : 1/1 Permit No: none Date of Permit : Installer: unknown System Type : standard trench Appliances : lndry SYSTEM CONDITION Conformity: 3 Tank Condition: 6 DF condition: 13 Failure Pot : failing SEPTIC TANKS Material : precast concrete Capacity: 1000, 750 Setback to Bldg: 20 DRAINFIELD Length of Lines : 200 No. Lines : 2 Trench Width: 2 Treatment Area : 400 Type of Filter: rock Tile Size : Under Tile : Perc Rate mn/in: Setback DF-Bldg: 30 DF Ht above WT: Soil Type : Limitations : WELL DATA Setbacks - Well-Tanks : 58 Well-DF: 75 Report in File? : y Pump Type : subm. Depth: 124 Diameter: 4 Method: drilled INSPECTION RECORD PUMPOUT RECORD Date Compliance Date Gallons 7/13/78 some surfacing noted n 6/11/79 2000 8/16/78 OK now, but may need reconstruction s 5/28/82 1800 6/9/83 no surfacing, probed drainfield-note no 2 5/5/86 1500 6/27/84 no surfacing 2 9/1/87 1800 4/28/87 no surfacing 2 5/1/91 2000 4/3/89 no surfacing 2 7/25/90 no surfacing-pump tanks 2 8/14/91 DF moist, no surfacing 2 6/6/95 DF surfacing-tanks overfull,pump tanks 3 5/24/96 DF surfacing-sewer connection by 7/1/96 3 U - - �i � � � � � � � � � �! / � � _ , � / _ _ _ _ _ i - � , i � � � � � ti M �- a q � � � � �� CITY OF ORONO � O� Municipal Offices O � O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT � � INSPECTION REPORT ti ��9kESHo��G Owner: �1�-� �..SCI '��''Y Address: � �'C,.� Permit #'s: �Y�� Dates: Contractors: L/j��J�yy 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. (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 input without discharging any pollutants into ground or surface uaters. 2 "CONFORMING SYSTEM"-A system uhich does not meet alt the location, design, and construction standards of the current City Codes, but aas 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 uhich may or may not meet all the locatton, 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�}(1_has not been identified at this time. If the limiting soil characteristic has not been identified, this c"lassification 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 pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be purnped 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 pumpout. If tanks have not been pumped out within the last three years, they should be pumped out nou. 10 Inspection pipe is located 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 pumped out now. DRAINFIELD CONDITION (11-14): Drainfield inspection indicates: 11 Drainfie[d is dry, no surfacing evident. 12 Some evidence of surfacing, not critical yet. � Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City [nspector i Repairs must be completed �y� _� 14 Drain ie�d iex�tent a�o ition un no . LIMITING SITE FACTORS (slope,setbacks,etc.): '� �' /j POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): `j�r- � 1 COMME S: � " ��!"� � � � � � a - _ � , Date of Ins tion Sept S em Inspec o a 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 locatien 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 ,�`,, �C�. INSPECTION REPORT ti �t9kESH��G Owner: � X ZS� �' �I Address: O�`, �\�`�� i Permit #'s: Dates: !"7 /(:� Contractors: %/�`�F�'�L�� City ordinance nurnber 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 ,�Lan existing system [ 7 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 uas 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 uhich is failing for any reason; and any system uith less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (The limiting soil characteristic [ 7 has or �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 (5-10): Tank inspect'on indicates: 5 Plmp not needed at this time. �j accumulation in tanks indicates they should be pumPed out this year to help prevent future problems. f71 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�mpe ou�t uit�- ours to e imin��3Ur-fiacc-Cfischar�e. 9 Inspection 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 pumped out uithin the last three years, they should be punped out now. 10 [nspection 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): Drainfield inspection indicates: 11 Drainfield is dry, no surfacing evident. Some evidence of surfacing, not critical yet. 3 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the Cit Ins ector i�rt_��m� edi�atel�. Re ' da s. ' � �y 14 Drainfie etd xtent a condition unknown. �p,,,,��'l.YJI?�1.��(J�jr� 1(',��t . %-�/1'� -/� LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): COMMENTS: D e of Inspection e ic System nspector Note: !n 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 wtll 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 of Lake Misznetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER J�'��E'� `��1^^� �13L��^cP`r' ADDRESS �� C.,�n� �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 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 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 I�spector 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 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 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 me�t 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 conditio�) ❑ 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: �" �Y�(h r , � ' �� — 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 opi�ion 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 th.e North Shore of Lake Misznetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER `�� `�' �I�71/ I��.SG P►� ADDRESS d'� CY�.I�f?7 �/ 7 PERMIT NO.'S. �� DATES ,��D CONTRACTORS 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 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 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,a�d 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. Ta�ks 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. O 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 ❑ Fair �Lot size ❑ Medium � Poor ❑ Lake,wetland,or stream ❑ High . ❑ Inadequate ❑ Drainage ❑ SYstem is causing visible surface discharge. 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 �ot 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 Oya the North Shor�e o f Lakc�19insaetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 r' �� . 4�ri,(�-: ;��' OWNER � ��-�_� � ��ti �=�� ADDRESS �/ PERMITNO.'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 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 noi meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, located, and constructed generaliy 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 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 faiiing to properiy treat and dispose of the current input, and is endangering a water suppiy, 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/ repiacement 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 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: shouid 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 O Slope (depends on soil types,water Future Expansion ❑ Soil table,and system condition) ❑ Adequate �"4iigh water table ❑ Low .��Fair �-Lot size �Medium ❑ Poor �Lake,wetland,or stream �High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: 5 ' it-W� i � � 6�k" N a��ivJ-�-� 4.y(L•'.'..F-�v� �=>:�-< <' ^ /�(I:,Z/�.Si/�•� � . � � �_. 115��nC�- C_f�v�(�/ C�4'i.:�.F •'�'t� v�C� tf• 3-�`I -�--�---- 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 guaraniee 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 availabie 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 Noyth Shorc o f Lake Mi�z�aetoyzka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER �/FN��-y L . �1-1/��JG� ADDRESS z's' Gy �,�.re'r QC,�}Gl 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 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 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 tuture 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 poliution to surface or groundwaters,or ls creating a safety hazard, or is otherwise creating a public nuisance.Piease 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 directiy 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 criticai level. Tanks Drainfieid 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 instailed 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 (depe�ds on soil types,water Future Expansion ❑ Soil table,and system condition) ❑ Adequate �High water table ❑ Low /�Fair �ot size ❑ Medium ❑ Poor ake,wetland,or stream �High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: �ST�� LS l OR.K►I�IG (7•.k. NOl�..3 , 4�UT �5 �eL"� S(f�}=�r C(� i ns T 1i-P f1 i45T— �1 Z ff�7 Date of Inspection Se ic 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 co�ditions 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 Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT POST OFFICE BOX 66 1335 S. Brown Rd. � Crystal Bay, MN 55323 • - • • 473-7357 � OWNER �/LC3S I1-f�YE.=7E�' ADDRESS <� C�L-��T �L�� PHONE PERMIT NO'S. '— DATES �'°i � �g�v 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 bel ow: � � 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 failing 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. L�1�- � Tank inspection indicates maintenance pumpout is needed as soon as possible. City ordinance requires that tanks be pumped out every three years. �rj� 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 �-ligh water table ❑ Low �Fair ❑Lot size �Medium ❑ Poor �'Lake,wetland,or stream ❑ High ❑ Inadequate �Drainage �System is causing visible surface discharge. COMMENTS: s�� /NSPECT�L�/V�N��7'U�TZ��y �� - � �� .,�.. Date of Inspection Septic System In r This report must be kept on the premises with system location and pumping records. WHITE COPY / Inspector's File GOLD COPY/Homeowner