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HomeMy WebLinkAboutseptic info _— ._._...._ --.. ,_�-� \ � �. /;� O �\5',1 ;�; �, , `���; CITY of OIZONO . a �,i� ,\,, � �,.' � ��,;/ Municipal Offices � � 1 ' �' �' Street Address: Mailing Address: �9�E s:K��� 2750 Kelle y Parkway P.O. Box 66 - O ro n o, M N 5 5 3 5 6 C rystal Ba y, MN 55323-0066 To: The Current Owner of Address ( �(��„ 5.��� City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a periodic basis. The onsite sewage treatment system at the above address has been inspected and the following is known about the system. A sketch of the known components of the system is available for most properties at the Orono City Hall. Imminent Public Health Threat Yes �No If yes, please contact the Onsite Systems Manager at 952-249-4626 within 10 days of receipt of this notice. The septic system must be brought into compliance within 90 days. Failure to do so will result in referral to the City Attorney for legal action. System Identified as Non-Compliant Yes �No If yes, system must be brought into compliance by: December 31, 2007 December 31, 2010 Other Septic Tank(s) Pump out Needed Yes �No The City recommends the septic tank(s) and/or lift tanl:be serviced and pumped out every tllree years. City records indicate the tank(s) were last pumped out on �' * �C�-�`-� . The tank(s) should be cleaned through the manhole and not through the inspection pipes, this allows for proper cleaning. Comments: ���r �� � Inspector. Date of Inspection � '&elep�on� (95?)2�9-�b600 � Fat(9�2) 2�9-�5Il�, w�dvsa.ci.orono.mn.us _ __._ _ �O� _ O ;;� O ��- - CITY of ORONO ,���:� : ,� ;:�. � , '�►� �� :;>- Nt��t ot�',� {�_�.,,�� �,�y �,�' sa�ec,�daneu: 9sa-�49-�i6o o Mailia`Addross: '""�'��"�" 2750 Kefley Parkway p.p. � � Orono, MN 55356 Cr�►st�l �y, #�l 55323-0066 To Current Owner: Address: I q�� S.�C� /Ty�, �J City Ordinance 199 requires that each existing on-site sewage trea�ent 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. YSTEM CONFORMITY (1-3): i — 1_ `CODE SYSTEM"An LSTS which meefis ell the location;desiga and cons�ucfion stan�rds of ihe c�urent Orono Municipat Code. 2 "COMPLIANT SYSTEM" An LSTS which does not meet all We location,design and constructi�standards of the current Orono Municapal Code b�rt does maet the three foot separation requim�ent�two foot requu+ement for systems in�alied 1996 or earlier,and wLich is not�iling or an in�nineut threst to public healW or safety. 3 "NON�OIVtPLIANi'SYSTEM" A pmh��tea LS1s;an ISTS located witi�in a aesign�d 1 oo-year aooa plain,any rsTs which may or may not meet all the locffiion,design,�oonstrucxion stan&rds of the caureat Urono Municipel Code and whic�is failing E�r an r y reason;and any iST'S wim less Wan three fe�of imsawratad so�7 or sand bd.vweexi We dishzbution device and ibe limiting so�1 c�ract�ristics. TANK CONDITION(5-7): � Tank inspaction indica#es: 5 Pum�pout not needed at this time. 6 S�ic tanks must be pumped o t�is year {city code recommends#anks to be pumped out once every 3 years. Tank was last pumped ' a ^ . Make sare eentic taaks are snmued Wraagb�aehok and eot through whit�i�snedioH�oes. 1�is allows for t�e nrocer cleani�g. Keen water sefta�aed ir�fitter discbarPe oat ef sentic svsbe�to orotoa�life�f drainfield Ask nu��er to test siarm floit te verifv alar�a ic�l worlri�ia voar bouse. 1�e aiar�waras owner t�at seuta�e is aboat to backan into base�ent 7 Inspec�ion risFxs missing-tanks couid not be inspected. �nspection risers(4"dia pipe)must be installed in each tz�nk. If tanks have not be�pumped out within the last duee yeazs,diey should be pumped out now. DRAINFIELD CONDITION t8-10): � �Diainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet. 10 Drainfield is sahuated and visibly discharging untreated e�uent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. CONnv�rrrs: I�o�� a- ����- �� \o e�C �K . ��-1Z-pu� U� ��I� Date of�� Matt sol�t►- sept;�system In�tOr Note: In the eveat l�at this�pecpon rcport is us�d to s�isfy tLe requ�ts for a mortgage or oUxr tra�&x of pmpr�iy,be adviaed that this report�es not guarantse��th�an cxisting system will continue to fiwct�n ProperlR but is mea�y�opinion of the sdoquacy of ihe system under curr�t mnditions basod�die availaWe ioformation. _. _ � �� . .. ..t,. . o . �����T��? � CI�Yof �I�ONO � ;�� ��.. .�;�;�, s� � �t 4i�;� G'�►� biun2cipaI ofFces .. 't ��'''��`#'� ` ,�'�Y " Street Address: . 's'" 4 Mailin�Address; ��H� 2750 Ketley Paricway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323•0066 � 95d-�4q-y600 � To Current Owner: Address: ���v 5��X�� ��✓C �- Ciry Ordinance 199 requires that each existin�on-site sewage treatment system in Orono be inspected every two yeazs. The on=site sewa�e treatinent system at the above address has been inspected and appears to fall into the categories checked below. STEM CONFORMITY 1-3 : � , 1 "CODE SYSTEM"M ISTS which meets all the Iccadon.design and construction standards of the current Orono Muntcipal Code. 2 "COI�LIANT SYSTEM" An ISTS which doa not meet all the location,duign and construction standards of the cucnnt Ocono bluaicipal Code but does meet the three foot separation requirement or two faot requitement for systems installed 1996 or earlier�and which Ls not failing or 'an imminent threat to public health or safery. 3 "NON-CONiPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a daignated 100-year flood plain.any ISTS which may or may not meet all the location.duign,or conswcdon standards of t]ie current Orono Municipal Code and which is failing for any reason;and any ISTS with less than three Peet of unsauuated soil or sand betwee�the d'uhibudon device and the limidna soil characteristiu. TANK COWITION(5-:71: 5 , Tank inspection indicates: � . , � Pumpout not needed at this time. � �'� Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years. Tank was last pumped ��k^o�--�. �, • rlake sure seutic tanl:s are oumoed throuQh manhole and not through�vhite insoection oipes This allo�ss fur the proaer cleanin,g; 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tan2c. DRAINFIELD CONDITION!$-10�: � � Dninfield is dry,no surfacino evident. 9 Some evidence of surfacing�not critical yet. , � 10 Drainfield is satunted and visibly dischargin�untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be eompleted within 90 days. C01��i 1ENTS: l�'Mvv�c� o�r.� ;c� �,L �-R��LS ( cc�k � C��� to -� - a�- �� � Date of Inspection Matt Boiterman- Se tie S stem I p � y nspector Note:In the event that this inspcction r+eport is used ro satisfy the rcquirementt for a martgaae or othet transfer ofproperry.be advised thaz this repoR daes not ga:s�.�ce�. or certify thu an e:cisting system will continue to funetion properIy.but is merely an opinion ofthe adequary of the system ander eurrent condidons based an the avsilabte information. �°� � ,,o o � ���� , ��:� ��._-� i; CITY of ORONO ,� +�, , t�•, _ ,,,� 4 �. l lCr;� MunicYpalOffices ,, , ti, �'�\ � , ' �, , �`�;�G � Street Addrosa: Mailin�Addrou: `�CEgg04' 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323•0066 September 6, 2000 Brian& Beth Carrington 1920 Si�h Avenue North Long Lake, MN 55356 Dear Mr. & Mrs. Carrington: An inspection of your septic system was conducted on September 5, 2000. A summary of the inspection is below. Septic Tank Condition 1. Pumpout needed within one year. (last pumpout date unknown) The septic system is a compliant system, meaning it meets all or most current City and State Standards. Enclosed is a list of licensed contractors who work in Orono on a regular basis. This list is enclosed simply for your reference in case your septic system needs maintenance in the future. Also enclosed is a fact sheet explainina your septic system and how it functions. Finally, an as-built drawing is enclosed showing the approximate location of the septic system. If you have any questions regarding this report, please contact me at the City Offices at 249-4600. Re�pectfully, i �� ��� is Pence On-Site Systems Manager Enclosures In the e��ent this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be ad�-ised that this report does no guarantee or certif�the existing s}�stem will continue to function praperly,but is merel�an opiuion of the adequacy of the s}stem under current conditions based on the available information. This report must be kept on the premises with the s}�stem location anci pumping records. Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us %� °� ,, ro o � ' CITY of ORONO � . _ �� ,� � �r��. _ �, ; \ v�, � ,,4: �z 15� ' Mun[cipal Offices �,� -� ` '�`���G~� Street Add�ess: Mailina Addross: �_��C,EgH04' 2750 Kelley Pa�kway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 � i Owner: �� Address: 1920 Sixth Ave. N. Permit #'s: 8461 Dates: 10/8/96 Contractors: Swadlund (This is �] an existing system [ ] new construction) . YSTEM COMPLIANCE (1-3) : 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 saturatad soil level is not identified, this classification ia subject to revision.) 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. O9 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 taaks ara �� or are aot [ ] water tiQht or the condition is [ ] unkaown. If the tanks are not confirmed to ba watartight, this classification is subject to revision.) D INFIELD CONDITION (11-14) : 11 Drainfield is dry, no surfacing evident. 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 immediately. Repair must be completed within 90 days. 14 Drainfield extent and condition unknown. POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc.) : low COMMENTS: �����0 � � �ti '�i„�_' Date of Inspection tic 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 (612) 473-7357 • FAX 473-0510 - CITY OF ORONO � O� M�icipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(�E TREATMENT r�,� � INSPECTION REPORT '�� G~ �kEsHo�'� Owner• ddress:� /O�IJ �l�'IV h �.l V. Permit #�'s: � Dates:�� Contractors: �/I7/1/'1[�N1'�. City ordinence 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 SYS7EM��-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 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 ftoodplain; any system r►hich mey or mey not meet all the location, design, and construction standards of the current City Codes and which is failing for any reason; and ar�y.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 time. if the limiting soil characteristic has not been identified, this classification may be subject to revision.) TANK CONDiT10N t5-10): Tank inspection indicates: � Punpout not needed at this time. • s accunulation in tanks indic should r r Soli s i at a critica an s should be punped out as soon as possi e. 8 System is discharging to the surface. Tanks must be punped out aithin 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4�� dia. pipe) must be instelled in each tank at next Fx�npout. If tanks have not been pui�ed out within the last three years, they should be pn�ed out now. 10 lnspection 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 punped out now. DRAINFIELD CONDITION (11-14): Drainfield inspection indicates: 11 Drainfield is dry, no surfacing evident. 12 Same 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 caipleted within 90 days. � Drainfield extent and condition unknown. LIMITING SITE FACTORS (slooe.setbecks,etc.): POTENTIAL FOR SYSTEM FA[LURE (decends on soils.water table,etc.): �� COMMENTS: Date of Inspection ept' 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 op�m on of the adequacy of the system under current conditions based on the available tnformat�on. This report must be kept on the premises with the system locetion and pumping records. WHITE COPY/Inspectors Flle YELLOW COPY/Homeowner On the North Sbore 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 maC. ADDRESS l/�> ,.�JX� �'e� "" PERMIT NO.'S. ���g DATES �aa'�� CONTRACTORS � City Ordi�ance No.210 requires that each on-site sewage treatmerit system in Orono be inapected on a ragular b�is.The onsite sewage treetme�t system at the above addreaa haa been inspected and�pears to fall into the category checked below. (This is �-en exiating system- ❑ new construction) � � Meeri or exceeds current City standards in all respects relating to deaign,construction,and location.Appeen to be operating properly. �2 Does not meet all current City standards for new construction (1978 Code) but in m�t respects appears to be designed, located, and co�structed generolly in�rdsn�with previous codes.Syatem appears to be functioning properly;no major upgrsding of the system is required at this time. � 3 Does not mest current City standards in msny respects relati�g 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 syatem is required at this time. � 4 System may or may not meet current City standards for design,constructio� or locetion,but is failing to properly treat and diapose of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is creating a aafety hezard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuas system repair/ replecement procedures. If drainfield replacement is ne�ssary,soil testing will usually be required,and a design and site plan muet be submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CONDITION ( m Checked items msy require your action) Tank inspection indicatea: ❑ Inapection pipe is located directly over tank beffle.(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 laat three years,they ed out this year to help prevent future problems, should be pumped out now. ❑ Solida accumulation in tanka ia at a critical level. Tanks Drainfield inspection indicatea: should be pumped out aa won as poaeible. �Dreinfield ia dry,no surfacing evident. ❑ System is discha►ging to wrface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 houn to eliminate aurface discharge. ❑ Drainfield ia saturated and visibly discharging untreated ❑ Inspection ri�ra miaing—tankt could not be inspected, effluent to the surface. 7his condition may require replace- Inspection risen (4"dia.pipe)muat be inatalled in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not bee�pumped out within immediately.Repairs muat be completed within 90 days. the laat three years,they should be pumped out now. O 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 0 Poor ❑ Lake,wetland,or stream ❑ High . ❑ Inadequate O Draina� ❑System is causing visible surface discharge. COMMENTS: � � � � i � � ' ►� d ✓e �1� /3 qO � as ��'" ,�y��. Date of Inspection eptic System Inspector pl��/�� � y�� Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of prope►iy,be addsed" tfiat ' this report does not guarantee or certify that an existing system will continue to function properly,but is merety an opinion of the adequacy of the system under current conditio�s based on the available i�formatio�. This report must be kept on the premises with system location and pumping records. WHITE COPY/I�spector's File GOLD COPY/Homeowner On the North Shore o f Lakc Minnetorzka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER �7Ur''L�c.'Yl �'L�OIS��C� ADDRESS �GIZ.C� — �� X� �1l�v►�l� iV . PERMITNO.'S. �G��� DATES `' ZZ �� CONTRACTORS 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. (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 ma�y 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 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 �Solids accumulation in tanks indicates they should be pump- have not been pumped out within the iast 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 Drainfi�ld 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. 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 � •, ;tr�'Y3�`� Clt�ti Fair O Lot size �Medium � �� ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: � Sc:t' �L�(.ZC�Ir'G� /�t.�i c`I ��/S�t ?�$����— 1 l ���--: �;�I'-��I��. ��.�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 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 Mi���aetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER �0�0aN ���?L5�'�L/� ADDRESS ����=�� � f��" ��'� �o PERMIT NO.'S. �U � � 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 dress has been inspected and appears to fall into the category checked below. (This is an existing systern ❑ new construction) � � Meets or exceeds current City standards in all respects retating 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 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 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.l 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. ❑ Sotids 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 exte�t and condition unknown. SITE CHARACTERISTICS: P/'ESu.nr d CE/`E t� �/ �- Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soil table,and system condition) �-0 Adequate ❑ High water table ❑ Low ❑ Fair __--� Lot size ---� Medium O Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. � COMMENTS: �LtGt-CS i �'� �� ��(��,' � 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 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 I I SWEDLUND 'O Swedlund Septic 9520 Laketown Road Chaska, MN 55318 442-5855 Septic System Certification Well Water Testing New Septic Installation • Repair Perc Tests and Soil Borings Septic Tank Pumping • Septic System Design - State Certified - � � � :� - - ; �� �� � o ��, 1 o� f j , !vE i� ��'��9J �!0 � �l ( �'i z � j ��� �� ���.,J � - 36 -' �(�o � i ,�O��Pe) I �iO � . �� _, C � �� -� ,r ;� � , . � A�;_s;-�� ; ,; � � ,� D ;lo'� � B r,vOC��B � �d� ° E,��s�-;�^'y �SO •� , , . � �- h�(� � � � � Qr�Ve��j V i q �� � cl o I n� � �- �` i�° " �'o. I� w0.cJ' �' °)S�3 .. , �� � ,� �,,' 1�Z. S n�. � � q . z �� � is�-o� �Zo '3 A°� � q�' 7 .. . . . . — ■ — 93.S �'o� s� I �" �� � 15.0 12� �� o 0 24� OM s . . .� 15.0 J �'� p� � _ °° °° i : � e PROPOSED � t : � SIXTH � � N RESIDENCE ,_ .� �s:4 A VE, iz o CHCSqH N N• ,_ n = , . �• 6, P�A T 5 98 0 : _, , o , � � . ��,� � o N nlo E - A.� ,Q e z.o��xso � : °D I 7 �.�1 �2E4u, ¢� �o : , ��� 12'-0" 9S I �tis�ir �A...�{"s - �.� X C�ovg,e �... %*-,ks � 15:�.�:. . . . .... .. .. . .�.. . :. 20 —� . �.15.0 . NG-� �o ,�xecE�1 ��, -L� '�o i Poss; b,l.� - Ice.00 ' �47.0 96. Z T�� ToP • —�r- 1 Ro u oU,p, ,Q � / d.�sE.w;����, . I Ta°" �� �'Iv P e.��'l�/ /G 6QUi/Z.f GK !N �� . DE�-A,� � , � . � i .,_ �o. � p �. The o�ly easements shown are from plats of record or information provided by �� clfent. I hereby certify thst this survey was prepar�� me or unoer � � . • wy direct tupervisio�, �nd th�t I am a duly R � stered l�nd � �? Survtyor under the l�ws of the State of Mtmesota. �d � ,�� / �x„��py�� 28�`' �,� 1''�a�, _�9 q� Miifon E. Hylond, Minn. Re¢ Wo. 20262 Lo�s of Soil Borin�s ' Locatlon or Pro jecc _ /9z0 ��'� s�v� /Lp Borings mad� by �u,� l�,..c�l �'�0�'G �_ Date � -Z�y'(o Claaelficatlon Systern: MSH� ; USAA-SCS �( ; Unlfied ; ocher _.�_, AuRer used (check two) : Itand ,L( , or Power ; Fli�;ht � or 8ucket�_; other D�pth� Bor1nK numb��r B � (NE�v.� G���th� Do�in� numhrr 1n Surface elevatlon 1� Surf:,ce elev�tion feet fret vfGT Si�E' � • � O-g To P So ; ► � lo y� z/� 1 — a-�4 e/A �o y�e y/� c�r �eAy�w __ • y �t4,Bow a �a-�o �/�ay �n y e �'/E 2 — �fpF��b4srs l.. I�d,Qmw n7 �. Mo7TS �oT 3�" 3 vE�,,1 �p��� ��y� �/3 ��ow 1J 4 — _ S — 5 , 6 — _ ) — _ 8 — _ 9 -- ,._ � 10 -- 10 — �nd of borin�; ac -� feN�. End of borin� ac feet. Standi�g w;�t�r table : St�ndinR vatnr t.�ble: Present at feec of �lepth, Present at �_ fcet of depth� "'" hours �fter borin�c. hour� after borinpt. Not pres�nt in borinF hole No Not pres�nt in borin,v, hole __. Mottl�J so11 : ' Mottled boil : il Obaerv�d ac _Z /z. _ fret nf durth. flhbcrv�d yt frec �f dept�. Not pre:;�nt 1n borinF t�al� "' � Not present �n borinp hole .