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Home My WebLink Aboutseptic info SEPTIC SYSTEM INVENTOR Y Address: 60 Smith Ave. PID: 02-1 17-23 21 0003 Building Type residence BRs Install'd for: 3 In Musa: Yes Perniit#: 421 Date of Permit: 11/7/63 Installer: owner-Ed Glampe System Type: standard trench Experimental: no Tank Filter: SYSTEM CONDITION Conformity: 3 Tank Condition: 9 DF condition: 14 Failure Pot: medium SEPTIC TANKS Material: concrete block Capacity: 800 Setback to Bldg: 45 Cesspool: unknown DRAINFIELD Length of Lines: 100 # Lines: 1 Trench Width: 3 Treatment Area: 300 Type of Filter: rock Soil Boring: yes Tile Size: Under Tile: Perc Rate: Setback DF-Bldg: 100 DF Ht above Wt: 0 Soil Type: loam, clay loam Limitations: water table WELL DATfI Setbacks - Well-Tanks: Well-DF: Report in File Pump Type: Depth: Diameter: Method: INSPECTION RECORD PUMPOUT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 7/21/81 no surfacing 2 3/30/89 500 7/30/86 no surfacing 2 5/16/94 500 7/14/88 no surfacing 2 9/10/98 500 9/27/90 no surfacing 2 4/21/94 no surfacing-pump tanks 2 7/13/98 non-compliant,repair by 12/31/2008 3 7/11/00 non-compliant,connect to sewer 12/31/2(3 10/03/02 non-compliant,connect to sewer by 12/3lnon-compliant � �� , �Q � � �� e.. 1 � �� '� I � � � �; �n �l� �7�v � ,�'Q��.1� � //� `� ,. i� O��; �� Y�� - - �I CIT� of URONO 1� �s��i'��'r.�'� �y �� ': 1'a �x� � .c � � r r � �� ,; lj MunicipalOffices ��'��'� � Y� f'::, ! �,�. ` � '; � � ;�;��'��`�`' G,� Street Address: °15a-�4q-y6o O Mailing Address: �`�J(�Hp'g'�.' 2750 Keliey Parkway P.O. Box 66 -_-� Orono, MN 55356 Crystal Bay, MN 55323•0066 To Current Owner: Address: �� s r'"'� �v � City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years. The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY (1-31: � 1 "CODE SYSTEM"An ISTS which meets all the location,dcsign and construction standards of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" An LSTS which does not meet all the location,design and construction standards of the current Orono Municipal Code but does meet the three foot separation requ'vement or two foot requirement for systems installed 1996 or earlier,and which is not failing or an imminent threat to public health or safety. �31 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may `� or may not meet all the location,design,or construction stanc�rds of the cuaent Orono Municipal Code and which is failing for any raason;and any ISTS with less than three feet of unsaturated soil or sand between the distriburion device and the limiting soil characteristics. TANK CONDITION(5-7): Tank inspection indicates: 5 Pumpout not needed at this time. 6 Septic tanks must be pumped out this yeaz (city code recommends tanks to be pumped out once every 3 years. Tank was last pumped )• Make sure seatic tanks are oumaed throush manhole and not throu¢h white insaection aipes. This allows for the aroaer cleaning Keea water softner and iron filter dischar2e out of septic svstem to arolon¢life of drainfietd. Ask aumper to test alarm float to verifv alarm is still workine in vour house. The alarm warns owner that seataee is about to backun into basement. 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If tanks have not been pumped out within the last three years,they should be pumped out now. D INFIELD CONDITION 8-10 : 8 Drainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet. 10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 9U days. coNtNt�vTs: S �� - �•k '� bca�ce�. a� ;� �„ � n,,.,,;��..�- 1.eg�r�, ('- b� , `��J c�c��'r �oc�nt�.i- '1'o C.�-y SCwcr �t' �i^� -o$� �u --�,--o�-4 �� .. Date of Inspecrion Matt Bolterman- Septic System Inspector Note: In the event that this inspectioa report is used to sarisfy the requirements for a mortgage or other transfor of property,be advised that this report does not guarantee or certify that an existing system will continue to functioni properly, but is metely an opinion of the adequacy of the system under curnnt ' .......1:.:......L..,..sA�...t6o'oa�ailahlr infnrmatinn � � � . � � . � � .� o,�,. .� .:, o ,� ��'��.�.�. CI��'of OR4N0 ��--�. �� .;.� �',� ;�';4,�#�l�if;�� Gti biunlcipat ofFces • � ��'%Y` �� y Street Address: Mailin Addra � '�,''Kp4� s u. 2150 Kelley Padcway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323•0066 . 95d-�4q-4600 To Current Owner: Address: 6o S`"`�� v �- City Ordinance 199 requires that each existing on-site sewa�e treatment system in Orono be inspected every two yeazs. The oa-site sewa�e treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY (1-31: � 1 "CODE SYSTEM"M ISTS which meets all the location,design and construction standards of the current Orono Municipal Code. 2 "COMPLIANT SYST'EM" An ISTS which does not meet all the location,design and construction standuds of the current Orono bSunicipal Code but doa meet the three foot separation cequirement or Rvo foot requirement for rystems installed 1996 or eariier.and which is not failing or �an imminent threat w public health or safery. 3�'NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS tocated within a duignated 100-year flood plain,any ISTS which may or may not meet all the lacation,duign.or cansuuction standards of tJie current Orono Municipal Code and which is failing for any reason;and any ISTS with leu than three feet of unsaturated soil or sand between the distribudon device and the limidng soil characteristiu, TANK CONDITION(�-:7): ,� � Tank irspection indicates: . 5 Pumpout not needed at this time. �Septic tanks must be pumped out this yeaz (city code requires tanks to be pumped out once every 3 years. Tank was last pumped �'�o -`�� ). � �Iake sure sentic tanks are oumned throuQh manhole and not through�vhite insaection pipes This allo��•s for the oroper cleaning. 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. D INFIELD CONDITION -�Q : � 8 Dtainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet � 10 Drainfield is saturated and visibly dischazgina untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. C�1�1�1 J. ��S lt^ \� �b l�- �O c-P\ �G c�'t� �n� t`�U ST �`'t�f�c �-�r ��'w t C � � �L'�1 -2�� . u c^p S Q A �-`. T��h-S nC}�f' S�\ f�� 1 � �O -� 1�� l�C Date of Inspection hiatt Bolterman— Septie Synem Inspector Note: In the event that this inspecdon rcport ts used W satisfy the rcquirements for a mortgage o�other traeufer of properry.be advised that this repart docs not gu�rantee orcertity that an eristing rystem wi11 continue w funcdon pcoperly.but is merety an opinion ofthe adequary of ehe system under eumnt condidoru based on the availabie information. �o� 0 0 -, ��: ��=� CITY of ORONO ,., ,;j�-�, � \ ;�:�,�; ,'�:� F, Municipal Ofnces � :: ��::; ., ti ,�.�,� ��` ;r.,j�};.,;�4�`�'',�,G Street Addrou: Mailina Addreas: '��Kp�" 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323•0066 Owner: ' Address: 60 Smith 1►vw. Permit #'s: 421 Dates: li/7/63 Contractors: owasr-.gd alaa4pm (This is �] an existing system ( ] new construction) . SYSTEM COMPLIANCE (1-3) : 3 1 Code System: Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating properly. 2 Compliant System: Does not meet all current City standards for new construction, but in most respects appears to be designed, located, and constructed in accordance with previous codes and is functioning properly. � Non-Compliant System: 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 any system with less than three feet of vertical separation between the bottom of the drainfield and the saturated soil level. (Th. saturatad soil lavel is � or is aot [ ] ideatifisd uader this awptic syste�nt. I1 the saturated soil level is aot id•atili•8, this claasiticatioa is subjsct to ravisioa.) TANK CONDITION (5-9) : 9 5 Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped out this year. 7 System is discharging to the surface. Tanks must be pumped out within 48 hours. 8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out within three years, they should be pumped out and risers installed now. � Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks have not been pumped out within three years, they should be pum e w. 10 One or more tanks are cesspools, which mean s em is non-compliant. (Tha tanks are [ ] or ara aot [ ] water tight or tha coaditioa is [� unkaowa. if tha tanks are aot confirmed to be watertiQht, this classificatioa is subjact to revisioa.) DRAINFIELD CONDITION (11-14) : 14 11 Drainfield is dry, no surfacing evident. 12 Some evidence of surfacing, not critical yet. Repair is not required at this time. 13 Drainfield is saturated and visibly discharqing untreated effluent to the surface. Contact the City Inspector immediately. Repair must be completed within 90 days. 14 Drainfield extent and condition unknown. POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc.) : msdium Co�TS: In order to confirm that your septic system meets Minnesota standards, soil borings were performed to verify a 3 foot separation between the drainfield and the seasonal water table. T'he separation is 0 feet and the system is non-compliant. Repair or replacement of the septic system is required by 12/31/2008. �/J ! v Date of Inspection Se ic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a transfer of property, this report does not guarantee that an existing system will continue to function properly, but indicates the operation of the system under current conditions. Telephone (61Z) 473-7357 • FAX 4?3-0510 CITY OF ORONO � O� M�micipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 a � ON–SI4.'E SEWA(�E TREATMENT � � INSPECTION REPORT '�� G~ 9kEsHo�'� Owner• Addres s• %l/ �11/� �/�,o �� Permit #'s: ' Dates: �/-7�J Contractors: Ojr,hBY"�p�i�7pe City ordinance nunber 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 inspected and appears to fall into the category checked below. (This is �1 an existing system [ ] new construction> SYSTEM CONFORMITY C1-3): "CODE SYSTEM��-A system which meets all the Location, design, and construction standards of the current City Codes, end 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 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 satisfectorily 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 mey 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 limitin� soil characteristic [ ] has or �has not been identified at this tirtie. If the limitir� soil characteristic has not been identified, this c assification may be subject to revision.> TANK CONDITION (5-10): Tank inspection irxiicates: 5 Punpout not needed at this time. 6 Solids accunulation 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. Yanks should be punped 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 �n each tank at next pumpout. If tanks have not been punped out within the last three years, they should be punped out now. � Inspection pipe is located directly over tank beffle (does not give eccurate measurement of solids accunulation). if tanks have not been p�mped out within the last three years, they should be aumed out now. DRAINFIELD CONDITION C11-14): 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. Repeirs must be completed within 90 days. � Drainfield extent and condition unknorm. IIMITING SITE FACTORS (slooe.setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (decends on soils,water table.etc.): CO ENTS: • D te of nspection Se ic System spector Note: In the event that this inspection report is used to satisfy the requirertients for a mortgage or othe� transfer of property, be advised that this report does not guarantee or cert�fy that an existing system witl continue to function properly� 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 locstion and pumping records. WHITE COPY/Inspectors File YEILOW COPY/Homeowner On the North Shore o f Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay,MN 55323 473-7357 OWNER Y1drdGll►��- ADDRESS � S�� //✓ei PERMIT NO.'S. ��fl'�tY DATES ��", CONTRACTORS �11C✓-��n'��. 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 bee�inspected and eppears to fall into the category checked below. (This is � an existing sysiem ❑ new construction) � � Meets or exceeds current City standards in all respects relating to design,construction,end location.Appears to be operating properly. � 2 Does not meet all current City standar� for new construction (1978 Code) but in most respects appears to be designed, located, and conatructed 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 prope�ly treat and dispose of the current input,and is endangering s water supply,or is a source of pollution to surface or g�oundwaters,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 i�spection indicetes: ❑ Inspection pipe is located directly over tank baffle.(Does not �Pumpout not needed at this time. give accurate m�surement 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 eccumulation in tanks is at a critical level. Ta�ks Drai field 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 hou�s to eliminate surface discharge. ❑ �rainfield is saturated and visibly discharging untreated ❑ Inspection risera missing—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection ri�ra (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 ahould 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 O Soil table and system condition) ❑ Adequate ❑ High water table l�Low � Fair O Lot size O Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: / �� 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 the North Shore o f Lake Mina�etonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER �G�LUG'llrr( 1��1G'cr'rl��i ADDRESS �fi' �,J�»�`fZ� r-/�'��'!�}�. ��t/!'.u�17.1tf1. PERMIT NO.'S. �� DATES �� J7��3 CONTRACTORS D/NV�G�" 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 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 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 Dr in 'eld 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 repiace- 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 exte�t 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 �5��rEl�l') f1.l�Z,) �oor ❑ Lake,wetland,or stream ❑ High ❑ �nadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: ��, ��L7('l/I GCLL�Ii/�.�) IAu7ii�L� isdi ��ti L(/7`�/.D c..lG1',Q.1 IIL.L�I�v�.Q1 C,� /f'� l�l�. G��t�� .ItB_ LC,�nr��rrx.s�c� �1��,�p��, G�r�c�, eivziLti� L�'-3 �sllz.t.o �b I�UDic� (`OS'j'�a �'�Dae'r �I �j S . � ��y 14�, ��1�� ate of I�spection ptic Syste I pector 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 wili continue to function properly,but is merely an opinion of the adequacy of the system under current co�ditio�s 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 Of� the North Shore of Lake Nli�anetoyaka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER �� G��'� ADDRESS �/�/ � S/t�i�lN �IC� �/,;Z I rZ�P�fi r� ll � 7 - !o_3 �^w�`C=�z- E b C.'��r��E 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 abo�ddress 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,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 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 '—fl Slope (depends on soil types,water Future Expansion ❑ Soil tabie,and system conditionl ❑ Adequate ❑ High water table ❑ Low ❑ Fair —�l Lot size ��7 Medium ---� Poor .�� Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: �1u�y 3v /q �� Date of Inspection tic 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 existi�g 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