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Home My WebLink AboutSewer/septic info - —-- � ;� O��\ /� � �' �' � � � ''�� . ��r �,,._ '� CITY of ORONO � �, � ;,,, _ �►,� Mu��,Pai or�� . ''�, �� _, ' ; � �,_,�� G � � Street Address: Mailing Address: \ ��91�'ESHpj/ 2150 Kelley Parkway P.O. Box 66 �� ---- � Orono, MN 55356 Crystal Bay, MN 55323-0066 November 12, 1999 Mr. Michael Ott 680 Brown Road South Wayzata, MN 55391 Dear Mr. Ott: The City of Orono is currently preparing plans for a year 2000 sanitary sewer project to serve the Webber Hills neighborhood directly across Brown Road from your property. Your lot has an existing non-conforming septic system. It appeazs that the possibility for suitable septic sites on this property are limited based on the slopes and wetlands on the property. The purpose of this letter is to provide you with information on the possibility of connection to sanitary sewer for your property. Current City policy allows for sewering of existing development properties adjacent to sewer with non-conforming septic systems if suitable replacement septic sites are not available. The property owner would then be assessed for the cost for extension of sewer to the property line. A pressure sewer system is being installed in Webber Hills. Connection of your property would require that you purchase and operate a grinder pump to pump into the Webber Hills sewer line. The estimated cost for extension of sewer to your property line is $21,500. There is also an option to include an additional$5,000 in the assessment for the purchase of a grinder pump station. In this case,the property owner is provided with a$5,000 check from the City to purchase their own grinder pump and pay for the cost over time through the assessment. The assessment would be for 15 years at an estimated interest rate of 6.5%. The approximate annual debt service for a$26,500 assessment would be $2,800 on your annual property taY bill. If you are interested in the possibility of sewer,there may be some cost savings to include the sewer extension with the Webber Hills project next summer. Connection of your property to sewer requires City Council approval. Telephone(612)249-4600 • Fax(612)249-4616 Mr. Ott November 12, 1999 Page 2 Please contact me at 246-4621 if you are interested in the possibility of connecting to sewer. Thank you for your assistance in this matter. Sincerely, a��,��- Greg Gappa Director of Public Services GG/hb CC: Chris Pence, Orono Septic Inspector � SEPTIC SYSTEM INVENTOR Y �-- Address: 680 Brown Rd. S. PID: 03-117-23 43 0003 Building Type residence #BRs/GPD: 4 #Systems 1 Units Billed 1 Permit#: 1506 Date of Permit: 6/1/67 Installer: unknown System Type standard trench Experimental: no Appliances lndry SYSTEM CONDITION Conformity: 3 Tank Condition: 8 DF condition: 11 Failure Pot: medium SEPTIC TANKS Material: brick Capacity: unknown Setback to Bldg: 50 Cesspool: - DRAINFIELD Length of Lines 50 # Lines: 2 Trench Width: 5 Treatment Area: 250 Type of Filter rock Soil Boring: yes - Tile Size: Under Tile Perc Rate: Setback DF-Bldg: 50 DF Ht above Wt: 0.2 Soil Type: Limitations: water table WELL DATA Setbacks - Well-Tanks: 50 Well-DF: 75 Report in File Pump Type: Depth: Diameter: Method: INSPECTION RECORD PUMPOUT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 9/17/81 no surfacing 2 6/1/67 7/28/86 no surfacing 2 8/12/86 1400 7/1/88 no surfacing 2 11/7/88 1500 10/11/90 DF surfacing-pump tanks 2 10/12/90 1500 5/20/92 no surfacing-DF line replaced '91,need ris 2 9/29/94 1500 � � 10/12/95 non-conforming-repair by 12/31/97 3 10/15/98 non-compliant-repair by 12/31/2002 3 �� V � �� . �° � � " ��° — �4s� �r��r �n �� 1� . � � �o�� -g t'ovV n Rc� � � . \ � � \ � �`\ � �. �kore� \ � � � � �7� 6�`D � _ _ __ .- _.__ � � � � _ _, � �- � � 1 � � i � � �� 1 � � � \ � � - � � � �-- _ _ . � � � \ � % � z � \ 1 \ � � � _--- ._ �.� �_ l� ��r� �d. �O`\\ � � O O CITY of ORONO � ,, , r ;d.,.`, �,, ; „� � •:�: � ��,�� Municipal Offices ' r`� G/j Street Address: Mailing Address: �,:��9 ,_ , ,g� , �'`��kESI;�� 2750 Kelley Parkway P.O. Box 66 �__.-__— = Orono, MN 55356 Crystal Bay, MN 55323-0066 � � Owner: �.� �Y_15=-(� �-�Y�� t,5 Address: 680 Brown Rd. S. Permit #'s: 1506 Dates: 6/1/67 Contractors: unknown (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. 3 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. (The saturated soil level is [�] or is not [ ] identified under this septic system. If the saturated soil level is not identified, this classification is subject to revision.) TANK CONDITION (5-9) : 8 5 Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped out this year. System is discharging to the surface. Tanks must be pumped out within 48 hours. ��- 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. 9 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 pumped out now. 10 One or more tanks are cesspools, which means the septic system is non-compliant. (The tanks are [ ] or are not [ ] water tight or the condition is [� /] unknown. If the tanks are not confirmed to be watertight, this classification is subject to revision.) �S�AINFIELD CONDITION (11-14) : 11 /, 1�1 ' Drainfield is dry, no surfacing evident. "72 Some evidence of surfacing, not critical yet. Repair is not required at this time. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector inunediately. Repair must be completed within 90 days. 14 Drainfield extent and condition unknown. POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc. ) : medium COMMENTS: The septic system is non-compliant, but does not appear to pose an imminent threat to public health or safety (surface discharge or backup into the dwelling) . The system must be repaired or replaced by 12/31/2002 or within ninety days of posing an imminent threat to public health or safety, whichever comes first. /'. ��i �/`� - �� . /��. Date of Inspection Se ic Syst m 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 (612) 473-7357 • FAX 473-0510 CITY OF ORONO � O� Municipal Offices O � O Post Office Box 66 Crystal Bay, MN 55323-0066 a � ON–SITE SEWAGE TREATMENT � � INSPECTION REPORT ti ��kESH��'�G Owner: ��/��.7f`; �-J I Y�f�l�� Address: �,�C� ��Y��, IY� � , Je Permit #'s: � Dates: — Contractors: UI'�KlY�/'� City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site seuage 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 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 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 ar,� s em with less than 3 feet of unsaturated soil or sand between the distribution device and the limitin9 soi�charac eris ics. '��. � I�`�I�� (The limiting soil characteristic•� has or [ 7 has not been identified t ts ti If the limi ing soil characteristic has not been identrfied, this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: 5 Purtipout not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. � System is discharging to the surface. Tanks must be pumped out uithin 48 hours to eliminate surface discharge. Inspection risers missing-tanks could not be inspected. Ins ection risers (4" dia. pipe) must be installed in each tank at next pumpout. If tanks have not been purt�e out wi in , u pumpe 0 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been punped out uithin the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): D field inspection indicates: 11 Drainfield is dry, no surfacing evident. Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City [nspector irtmediately. 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,uater table,etc.): �//`� �j�n-� ��r CO ENTS: ' ��' ,'�- ^ / – /rjY " lare? �Ca r� � ' c� ' � r �` � � -�_. Date of Inspection e tic Syste 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=tien and pumping records. WHITE COPYllnspectors 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�4'�G Owner: C.�J/.A_/JP��f�' 'IfY�C�11�f.�� Address: /) � ��l�l'� �'�QL. � � Permit #'s: L Dates: �� Contractors: i,�f�f��. 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 belou. (This is t�1 an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): 1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. "CONFORMING SYSTEM"-A system 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 Purtipout not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. $, System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge. L➢" Inspection risers missing-tanks could not be ins�ected. Inspection risers (4" dia. pipe) must be installed in each tank at next purnpout. Lf rankc ha�P ��r o.+ �.,,r,Pd out within the last three years, they should be pumped out n�. — ---_��.-�-- 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): � Dr nfield inspection indicates: 1 Drainfield is dry, no surfacing evident. 2 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector imnediately. 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: � �� Y�'Lb�S f��c�'7P �� .��T/C- n�— r. !�� IC�—�a`I�� — O � 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 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 toc�tion and pumping records. ♦ WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore o f Lakc Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER �'�" Li �CJS ADDRESS ��-/ l.��N� �� • S� PERMITNO.'S. �-��-`� '�� DATES 1Z!`�? 7 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�uisance.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 � 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 ❑ Slope (depends on soil types,water Future Expansion ❑ Soil table,and system condition) ❑ Adequate ❑ High water table ❑ Low �-Fair ❑ �ot size ❑ Medium � Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage �.System is causing visible surface discharge. COMMENTS: /D-J/-9� .� �-- 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 Oya the North Shore of Lakc Mi�tnetorzkc� ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 ,. / , , OWNER I�D��.12-i�'.� l`��I,�d_� ADDRESS I!i!'Si'_� JD�.t�I-� �>t'��Wr'+ ��Fi��'+� ; I��Ch��l_�i;��. PERMIT NO.'S. �J`��`' 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 abovenaddress 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 criticai 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 . 1immediately.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 Fu,tur �Expansion ❑ Soil table,and system condition) dequate ❑ High water table ❑ Low ❑ Fair � Lot size �Medium �'�r,!.L r;+J✓Sri°r�� =��'/� ❑ Poor ❑ Lake,wetland,or stream ❑ High � " ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. , , ,;. , , � /�,; � �U,.��,�d ;;�_ I ir�� connnnENTs: GF{n�v ,�C.�G�-GI,,J ,�J�I1.c�,;U f_.�u„�� .�J s ��,-v�; G+ e.� l" ` � ��'�� L�L��r,/��Y�/��I�,'�1�4 �� ''h��'/_/Y✓�t( ��'iill c�t'' � ��i�r/�/ ��i ��/�;i� %j{ �� ;j��/ �'L%/1/'� !/� t_ % , v ' 1 / -� �S''�i� � "/��'�� "��l�-� Date of Inspection ` Septic Systerr�. 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 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 Mim�etonkn ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 �� OWNER L—OLE�E�?T L . /�/v/>RU_S ADDRESS �% %`�r /%�:'�'ti' �D S�, PERMIT NO.'S. �� `� �f`""��'�ATES � � � ? 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 ab�ove address has been inspected and appears to fall into the category checked below. IThis is 11 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 curreni 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. n 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) 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 ----0 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. ---8 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. 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 (depends on soil types,water Future Expansion ❑ Soil tabie,and system condition) —�7 Adequate ❑ High water table ❑ Low ❑ Fair O Lot size ---�7 Medium � Poor _--� Lake,wetland,or stream ❑ High ❑ Inadequate � Drainage ❑ System is causing visible surface discharge. COMMENTS: '—� ��` , r_�-� 7_� f cl �L� �—�r-..�-,�_`_`,_ �_ Date of Inspection S btic 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