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Home My WebLink Aboutseptic info-including older septic designs � � / �O� O o CI'TY OF ORONO ,� �,, Municipal Offices � �, 3treet Address Mailing Address: 'C� �j~' 2750 Kelley Parkway P.O.Box 66 '�.q ,��i Orono,MN 55356 Crystal Bay,MN 55323-0066 kEsHo To: The Current Owner of Address 2180 ABINGDON WAY 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 Ha1L Imminent Public Health Threat Yes �No If yes, please contact the Onsite Systems Manager at 954-249-4626 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 tank be serviced and pumped out every three (3) years. City records indicate the tank(s) were last pumped out on (�� -d'7 The tank(s) should be cleaned through the manhole and not through the inspection pipes, this allows for proper cleaning. Comments: w Inspecto�!��,�./�. � Date of Inspection: / '� S'"C�� Telephoae (952) 249-4600 • Fax(952) 249-4616 www.ci.oroao.mn.us A � • � • • � . To: Orono residents on mound type septic systems From: Wiilie Gibbs, ISTS Manager Date: May 10, 2006 Re: Landscaping Do's and Don'ts for Mound Systems, Quick Reminder Do plant and maintain a full cover of grass and keep mowed to a normai height, this grass cover aids in the evaporation of large amounts of effluent(the liquid left after the "othe�' stuff has been removed) in the summer time and ailows the mound system to help breakdown nitrogen in the effluent. Do water the grass over the mound in extreme dry conditions, sparingly. Do avoid unnecessary foot traffic over the mound, mow it and stay off of it. This is especially true in the winter time. Even human foot traffic can cause frost to penetrate the mound resulting in potentiai freezing problems. Do inspect your mound system annually for winter kiil, (reseed if necessary) animal damage, (burrowingj or signs Qf potential failure. Do not plant trees or shrubs on the mound system, smaller trees and shrubs may be planted at the edges. Remember,that sunshine is the key to a healthy mound system. Do ask questions, if you have any concerns or questions concerning your mound system please feel free to call me, l can be reached at 952-249-4625. 1 ::�..''01'`'-�., . i; ��' ,`� �/ O .. O\\�� 1� CITY of O1ZONa► i � . c � � � �� a ��-� 1� �, „� ,�i;' � ,': , �,. Municipal Offices �� . t � �'+ `'` � !1` ' �,;`� G � Street Address: MaiNng Address: ;�9�Esxp4��.: 2750 Kelley Parkway P.O. Boz 66 `�-'�:-�:�_:.-.:_:=- Orono, MN 55356 Crystal Bay, MN 55323•0066 To: The Current Owner of Address � � �� ,A ��9�D�! 1,�A�-( � 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 �L 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 tank be serviced and pumped out every three yeaxs. City records indicate the tank(s) were last pumped out on �,�p.�> . The tank(s) should be cleaned through the manhole and not through the inspection pipes,this allows for proper cleaning. Comments: Inspect��.�� Date of Inspection �DSr Telephone(9�2)249-4600 � Fas(952)249-4616 www.ci.orono.mn.us � °� 0 0 ��- CITY of ORONO ►a 'r��l�_;''; �, ,\r� ',��.,, ` _ �lS� Municipal O�"ices '� :.a;: \��1',,?'��;�, 1R`�'r,�G Street Add�eu: qsa-�49—�6o O Mailing Addreas: �`Q'$�gg0�" 2150 Kelley Parkway P.O. Bmc 66 �--� Orono, MN 55356 Crystai 8ay, MN 55323-0066 To Current Owner: Address: a1�� D�^��o�. w°�� City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years. T'he on-site sewage treatment system at!he above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY (1-3): , 1 "CODE SYSTEM"An ISTS wLich meets all the location,design and construction standards of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" An LSTS wluch�es not�et all the location,design and construction stanc�rds of the current Orono Municipal Code but does meet the duee foot separation requirement or two foot requiranent for systems installed 1996 or earlier,and wluch is not failing or an i�inent threat to public health or safety. 3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS wlrich may or may not meet all the location,design,or construcdon stan�rds of We curr�t Orono Municipal Code and which is failing for any reason;and any LSTS with less than three feet of uosaturated soil or sand between the distribution device and the limiting soil characteristics. TANK CONDT�TON(5-7): � Tank inspection indicates: 5 Pumpout not needed at this time. 6 Septic tanks must be pumped out this year (city code recommends tanlcs to be pumped out once every 3 years. Tank was last pumped l. Make sure seatic tanks are aumoed throu¢h manhole and not throu¢h white insaection oiaes. This allows for the nroaer cleanin¢. Keea water softner and iron filter discharee out of seatic svstem to arolone life of drainfield Ask oumaer to test alarm float to verifv alarm is still workine in vour house. The alarm warns owner that seota¢e is about to backuu into basement 7 Inspection risers missing-tanlcs could not be inspected. Inspection risers(4"dia.pipe)must be instailed in each tank. If tanks have not been pumped out within the last three years,they should be pumped out now. DRAINFIELD CONDITION 8-10 : b 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 90 days. COMMENTS:__ M6vnJ a�`c� Se�-��.� ��,.kS � ��L �1�� -5 -oy " V`^a,� Date of Inspection Matt Bolterman- 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 dces not guarantee or certify that an e�cisting 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. �o� � o�::3 . o -� � i CITY of ORONO �1�� F��-�j�' - � '�►� ;.14��'j,� ,�,ti Municipal Offices ��;�� `�'�'w`7�"�`R �'yG Street Addross: Mailing Address: , _;, . `�'EgH04' 2750 Kelley Pa�kway P.O. Box 66 Orono, MN 55356 Crystai Bay, MN 55323•0066 � . To Current Owner: Address: �� /�f��(� - �D� L'V 0. City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years. Tlie on-site sewage treatinent system at the above address has been inspected and appears to fall into the categories checked below. YSTEM CONFORMITY 1-3 : � "CODE SYSTEM" An[STS which meets all the location,design and conswction standards of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" M ISTS which does not meet a11 the location,design and conswction standards of the current Orono Municipal Code but does meet the three foot separation requirement or two foot requirement for systems installed 1996 or earlier,and which is not failing or an imminent t�reat to public health or safety. 3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located withina designated 100-yeu flood piain,any ISTS which may or may not mcet all the location,design,or construction standazds of the current Orono Municipa!Code and which is failing for any reason;and any[STS with less than three feet of unsaturated soil or sand between the distribution device and the limi6ng soil characteristics. TANK CONDITION(5-7): � Tank inspection indicates: 5 Pumpout not needed at this time. 6 Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years. Tank was last pumped ��t��-o� ). Make sure se tic tanks are um ed throu h manhole and aot throu h white ins ection i es. This allows for the proner cleanin¢. Kee�water softner and iron filter dischar¢e out of seotic svstem. 7 Inspection risen 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. DRAINFIELD COl`�DITION 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 90 days. COMMENTS: �`'�ov�r� �� ,�1�5 �onk Ok 6 -3 —03 Glrr�c�-� ,-� Date of Inspection Matt Bolterman - Septic System Inspector �ote: In the event that this ir�cpection report is used to satisfy the requiremenu for a mortgage or other transfer of properry,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 ofthe system under current conditions based on the available infortnation. Telephone(952)249-4600 • Fax(952)249-4616 www ci.orono.mn.us � °� ;.- o : o � � ��}��=�-�-� CITY of t)�tONO �� ''►��j�� ' �� 4:t,�:";��`;- ,�F► Municipal Offices �...�.. ��'.�lti G , �,..,-t�.:.��_... � ' •�� g�'y Street Address: � Mailing Address: �9j��',;'� - 2150 Kelley Parkway P.O. Box 66� Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: 1�� Q�.✓ � � e-5 Address:_a�� A b��d o n W 0.�/ J Cin-Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every rivo years. The on-site ses��age treatment system at the above address has been inspected and appears to fall into the categories checked belo�v. S�'ST'EM CONFORMITY (1-3): � Ol °CODE SYSTEM" An ISTS which meets all the locatioq design and construction standards ofthe cuarnt Orono 1vlunicipal Code. 2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and coastruction standards of the cuaent Orono Municipal Code but does meet the three foot separation requirement,and which is not failing or an imminent threat to public health or safety. 3 "NON-COMPLIANf SYSTEM" Aprolribited ISTS;an ISTS located within a desigiated 100-year flood plain,any ISTS which may or may not meet all the location,design,or construction standards of the cucrent Orono Municipal Code and which is failing for any reason;and any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. TAI�+'K CONDITION(�-10): � Tanl:inspection indicates: • - QPumpout not nazdad at this time. 6 Tank must be pumped out this year (city code requires tanks to be pumped out every 3 yean. Tank was last pumped_ 6'"S-Q U � 7 Solids accumulation in tanks is at a critical a critical leva(. Tanks should be pumped out ac soon as possible. 3 Systam is discharging to tha surface. Taaks must be pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be inspected Inspection risacs(4"dia.pipe)must be installad in each tank at next pumpout If tanks have not bezn pumped out within tha Iast three yeazs,they should be pumped out now. 10 Inspaction pipe is located directly over tank ba@le(does not give accurata measurement oFsolids accumulation). If tanks have not bern pumped out within the tast three years,they shouid be pumped out now. DRAI�IFIELD CONDITION(11-141: ,!� � � Drainfitld'u dry,no surfacing evidtnt 12 Some ecidanca of surfacing,not cri4cal yet � � ' . 13 Draintield'u saturated and visibly discharging untreatad e&luent to tha surface. Contact the City Inspector immediately.Repairs must ba complattd�cithirt 90 days. 1� Draintiald tst:nt and condition unknown COv1i�NTS: S�tS��c+-: ioak5 O � s-a�-01 �h'1 a�c Date of Inspeclion ' ' � Septic System Inspector \ota: In tha event that this inspactioa report is used to satisfy the tequirements for a moRgage or other transfer of property,be advued that tivs report does not guazar or certify that an existing systam will contiaue to funetion propaly,but is merely an opinion of We adequacy of the system unda cucrent conditions 6ased on the avail informatioa CITY OF ORONO � O� Municipal Offices O O Post Office Box 66 Crystal eay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT �r�,, � INSPECTION REPORT '�t G~ 9kESH0g'� � � Owner: � ► WI� �t�. �l�'I t=�3 Address: Z��G� �-�Jil�.tldJYl !�'L'�� SS,3J�6 Permit #'s: Q Dates:_ (� "' l�� ""- �I 7 Contractors: ��7Z/t`/ <JlJjqh,Sc9� 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 j�..an existing system [ ] neu 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 seuage 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 uithout 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 uith 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 identi ied, this classification may be subject to revision.) TANK CONDITION (5-10): T� inspection indicates: 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 punped out as soon as possible. 8 System is discharging to the surface. Tanks must be purtiped 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 punped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). tf tanks have not been punped out within the last three years, they should be pumped out nou. DRAINFIELD CONDITION (11-14): � Dr field inspection indicates: �Drainfie[d is dry, no surfacing evident. rz Sane evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS Cslope,setbacks,etc.): ._ POTENTIAL FOR SYSTEM FAILURE Cdepends on soils,water table,etc J: r�� 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 not guarantee or certify that an existing system will continue to functio� properly� but is merely an opinion of the adequacy of the system under current conditions based on the availab' information. This report must be kept on the pre�nises with the system locetion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner � o� o��, o -��=� CITY of ORONO � ��'�--��, '" � �}J�s-; � � G,�lS� Municipal Offices � q .� �. � Street Address: Mailing Address: `�C'�g0�'� 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: Address: 2180 AbinQdon Way Permit #'s: 9064 Dates: 6/16/87 Contractors: Jarry Johasoa (This is [x] 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 [� ] has or [ ] has aot been ideatified at this time. If the saturatad soil leval has aot bean identified, this classificatioa ia subject to revisioa.) �1NK CONDITION (5-9) : 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. 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. (DurinQ tha last septic tank Mainteaance Pum�►out ths tanks [ ] mere or � ] ware not coafirmed to be watertiQht by tha licansed pua�iaQ contractor. If the taaks wera aot coafirtned to be watartiQht, this clasaification ia subject to ravision.) D INFIELD CONDITION (11-14) : il Drainfield is dry, no surfacing evident. 2 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: �O�-� Date of Inspection Se 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�icipel Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREA'1'I�NT INSPECTION REPORT ti H ��9k o��p EsH Owner: rf Address: �/6v.TrD1�01'� Yt�u\/ Permit �'s: Dates: ��1{�R�Contractors: . /f!1/'✓S! �nY14�Y� City ordinance number 100 requires that each on-site sewage treatment .system in Orono be inspected on e 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) STSTEM CONFORMITY Ct-3): "CODE SYSTEM"-A system which meets all the location, design, end 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 which does rwt meet all the lxation, 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 end disposing of the entire current sewage input Without discharging any potlutants into gro�uid or surface waters. 3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodptain; any system which may or mey not meet alt 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 sotl characteristics. (The limitin$ soil characteristic 1�--�has or [ ] has not been identified at this time. If the limiting soil characterist�c has not been identified, this classification may be subject to revision.> TANK CONDITION (5-10): T�jc inspection indicates: (� Pumpout not neede�i at this time. 6 Solids eccunulation in tanks indicates they should be aunped out this year to help prevent future problems. 7 Solids accunulation in tanks is at a critical level. 'fanks should be pumped out as soon as possible. 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 installed in each tank at next puipout. If tanks have not been puiped out within the last three years, they should be puiped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accunuletion>. If tanks have not been punpea out within the last three years, they should be punped out now. DRAINFIELD CONDITION (11-14): Dr field inspection indicates: �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 lnspector immediately. Repairs must be campleted within 90 days. 14 Drainfield extent and condition unknown. lIM1TING SITE FACTORS Csloce.setbecks.etc.): POTENTIAL FOR SYSTEM PAILURE (decends on soils.water table.etc.): �y� COMMENTS: ,� Date of Inspection Sept' System Inspector Note: In the event that this inspection report is used to satisfy the require�nts 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 tunction properly� but is merely an opinion of the adequacy of the system under current conditions based on the available informat�on. This report must be kept on the pre�nises with the system locstion and punping records. WHITE COPY/Inspectors Flle YELLOW COPY/Homeowner CITY OF ORONO � O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(�E TREATl�;NT � � INSPECTION REPORT 'C�� G~ 9kEsHo�'� Owner: � Address• O�IO� Permit �'s: Dates: O 7 Contractors:. . City ordinance nunber 100 requires that each on-site sewage treatment system in Orono be inspected on e regular besis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked betow. (This is Q�3. an existing system [ ] new construction) SYSTEM CONFORMITY C1-3): 1 ��CODE SYSTEM"-A system which meets all the locati�, 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 STSTEM"-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 ahich 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 floo�tain; 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 uith less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (The limitin� soil characteristic �,L has or [ ] has not been identified at this time. If the limiting soil characteristic has not been identified, this clessification may be subject to revision.) TANK CONDITION (5-10): � Tpnk inspection indicates: (g/ Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they should be pixnped out this year to help prevent future problems. 7 Solids accunulation in tanks is at a critical level. 'fanks should be puiped out as soon as possible. 8 System is discharging to the surface. Tanks must be p�nped 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 sha�ld be p�mped out now. 70 Inspection pipe is located directly over tank beffle (does not give accurate measurement of solids accumulation>. If tanks have not been punped out within the last three years, they should be punped out now. DRAINFIELD CONDITION (11-74): D field inspection indicates: Drainfield is dry, no surfacing evident. 2 Sane evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (sloce,setbacks.etc.): POTENTIAL FOR SYSTEM FAlLURE (deaends on soils.water table.etc.): � co rr s: �' i� s � n ' , Date of Inspection Septic ystem 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 merety an opim on of the adequacy of the system under current conditions based on the available informatton. This report must be kept on the premises with the system locetion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner SEPTIC SYSTEM INVENTORY Site Address: 2180 Abingdon Way PID 03-117-23-24-0012 Owner Name: Richard & Britt Gage Owner Address: 2180 Abingdon Way Long Lake MN 55356- BuildingTvpe: residence Installer: Jerry Johnson Date of Permit: 6/16/87 System Type: mound BR's Designed for 5 In Musa?: No Shoreland?: SEPTIC TANKS: Material: Precast concrete Capacity: 1000, 1000, 1000 Tank Filter: DRAINFIELD: Treatment Area: 650 Soil Boring: yes DF Ht above Wt: 4 WELL DATA Setbacks -Well Tanks: 50 Well DF: 75 Report In File: y Depth: 126 INSPECTION RECORDS _ PUMPOUT RECORDS Date Notes Date GallonsOfLiquid 7/26/2007 Private sewer certification 7/31/2017 3000 7/1/2007 OK 3/13/201301 8/1/2005 House vacant, OK 10/23/2012 Oi 6/3/2003 no surfacing 4/14/2010 2500, 5/21/2001 no surfacing 6/27/2007 30001 11/15/1999 no surfacing 12/7/2006 25001 10/22/1997 no surfacing 5/31/2006 2500E 9/1/1994 no surfacing 1/10/2005 30001 7/27/1992 no surfacing 8/19/2003 20001 7/16/1990 no surfacing-DF dug up-Badgers 8/29/2002 2000 6/26/1987 installation 8/14/2001 2000 6/26/1987 installation 6/5/2000 21801 7/3/1997 1500 7/25/199630001 10/9/1995 30001 7/3/1995 20001 8/3/1990 1500' 8/3/1990 15001 l'g0 Arrel)o)-\ k,hy w�' , _\ (\.j\ - s i '` \ / , / ,f i G 0 0 Sa L J , 4,--i .-4 - , V. i .7S l� � SEPTIC SYSTEM INFORMATION STREET ADDRESS _ Z�,SC� �$//U�DON (eVA`� LOT � BLOCK�__SUBDIVISION H751iUGDDN G�/U MONTH AND YEAR TESTING DONE,.��A'y�,�83 ITEMS ALREADY COMPLETED Co PEt2C 7�TS � $o,�liuGS NEED TO COMPLETE BEFORE ISSU�ING BUILDING PERMIT; OBORINGS OPERC TESTS �SYSTEM DESIGN " l� SITE PLAN �v�� O OTHER SUBDIVISION FILE NO. 7�3 DATE THIS SHEET FILED �-�� BY � ' � TO: Jeanne A. Mabusth, Zoning Administrator FROM: Michael P. Gaffron, On Site Manager DATE: June 15 , 1983 SUBJECT: Proposed Subdivision for Willow Properties, Gary Peterson - Soils and Site Investigation Rev iew I have reviewed the ten proposed lots and wish to make the � following comments: Based on the Hennepin County Soil Survey, soils on this property include Lester loams and clay loams, Hayden loams, Hamel loams and LeSeur loams, as well as a good deal of marsh. Tested sites are located on the higher, better-drained soils. Some areas of sandy soil were reported on the most easterly lots. Based on the soils and water table data submitted, shallow trench or standard trench systems appear suitable for all lots. Following is a summary of the soils data for each site: Lot 1 Block 1 - Percolation Rate Average 22 MPI both sites - Primary site - slope 5� - mottling at 3 . 5 ' - water table at 3 . 5' - modified shallow trench system* Maximum Trench Depth 6" into original soil - Alternate site - slope 8$ - mottling at 4 . 0 ' Water table at 4 .9' - shallow trench s stem - maximum � trench depth 12" into original soil Lot 2 Block 1 - Percolation Rate Average 18 MPI both sites - Primary site - slope 7$ - mottling at 4 . 2 ' , 5 .0 ' - water table at 4 . 5 ' , 5• 5 ' - shallow trenches - Maximum Trench Depth 14" into original soil . - Alternate site - slope 8$ - mottling at 3. 3' - water table at 3 . 3 ' - modified shallow trenches* - maximum trench depth 4" into original soil Lot 3 Block 1 - Percoiation Rate Average 23 MPI both sites - Primary site - slope 10$ - mottling at 4 .0 ' , 4 . 5 ' - water table at 4 .0 ' , 5. 5' - shallow trenches - maximum trench depth 12" into original soil - Alternate site - slope 8� - mottling at 3 . 5 ' - water table at 3 .6 ' - modified shallow trenches*- Maximum Jeanne A. Mabusth June 15 , 1983 page 2 Trench Deptli 6" into natural soil Lot 4 Block 1 - Percolation Rate Average 19 MPI both sites - Primary sitE� - slope 120 - mottling at 5 .0 ' , 5. 8 ' - water table at 7 . 7 ' , 7 . 2 ' - standard trenches - maximum trench deptti 24" into original soil - Alternate s_'�_te - slope 14$ - mottling at 5 .0 ' - water table not ericountered - standard trenches - maximum trench depth 24" into original soil Lot 5 Block 1 - Percolation Rate Average 8 MPI (primary site) 28 MPI i;alternate site) - Primary sitE� - slope 70 - sandy soils, mottling not en- countered, uiater table at 5 . 3 ' , 6 .0 ' - standard trenches - maximum tr�ench depth 28" into original soil - Alternate si.te - slope 70 - mottling at 5 . 0 ' - water table at 5 . � ' - standard trenches - maximum trench depth 24" into ori.ginal soil Lot 6 Block 1 - Percolation rate average 13 MPI (primary site) 19 MPI (alternate site) - Primary site - slope 90 - mottling not encountered - water table at 7 . 5 ' , 7 .8 ' - standard trenches - Alternate site - slope 10-120 - mottling at 4 . 3 ' , water table at 6 . 8 ' - shallow trenches - maximum trench depth 16" into original soil Lot 1 Block 2 - Percolation Rate Average 26 . 3 MPI both sites - Primary site - slope 8$ - mottling at 5 . 5 ' , 5 . 9 ' , water table at 5 . 6 ' , 5 . 9 ' - standard trenches - maximum trench depth 30" into oriainal soil - Alternate site - slope 70 - mottling at 3 . 5 ' , water table at 4 . 3 ' - mo3ified shallow trenches* - maximum trench depth 6" int� original soil Lot 2 Block 2 - Percolation rate Average 31 MPI both sites - Primary site - slope 50 - mottling at 3 . 5 ' - water table at 3 . 6 ' , 3 . 7 ' - modified shallow trenches* - Alternate site - slope 50 - mottling at 3 .0 ' - water table at 3 . 2 ' - modified shallow trenches* or Mound - maximum trench depth - at soil surface (see note below re modified trenches) Lot 3 Block 2 - Percolation Rate Average 10 MPI both sites - Primary site - slope 80 - mottled at 4 . 5 ' , 5. 0 ' - water Jeanne A. Mabusth June 15, 1983 page 3 table at 4 . 5 ' , 5. 3 ' - shallow trenches - maximum trench depth 18" into original soil - Alternate site - slope 6� - mottled at 3 . 8 ' , water table at 3 .8 ' - modified shallow trenches* - maximum trench depth 10" into original soil Lot 4 Block 2 Percolation Rate Average 14 MPI both sites - Primary site - slope 7$ - mottling at 4 .4 ' , 5 . 5 ' - water table at 4 .4 ' , 5.6 ' - shallow trenches - maximum trench depth 17" into original soil � - Alternate site - slope 5� - mottling at 4 .0 ' - water table at 6 .4 ' - shallow trenches - maximum trench depth 12" into original soil . *Modified Shallow Trenches - where water table or mottling is between 3 .0 ' and 4 .0 ' below the surface, a standard 12" rock depth (6" under pipe, 2" over) must be used in conjunction with an appropriate depth of fill material to retain a 3 .0 ' separation between the bottom of trenches and the water table or mottling. Fill should consist of material ciassified as loamy sand (USDA classification) . The original soil must be dryer than the plastic limit before placing fili . The original surface must be scarified or disced to break up the surface vegetation mat. The loamy sand fill must be placed over the entire area so that no trench will be located less than 10 ' from the edge of the f ill . The depth of fill required will depend on the allowable depth of excavation into original soil based on the water table or mottling. � I recommend that the subdivision be approved as proposed. The developer should be warned to keep all traffic, fill excavation, etc. away from the tested drainfield sites. In some cases where road construction will be near the tested sites, extra caution must be taken. MPG: jl SITE EVALUATION REPORT FOR WILLOW PROPERTIES � F � D ��o� ^. ( GkRY PET�RSON ) __ �, OROI�'C, N:INl�'ESCTA MAY ,3 - ,� 1 cirY cs._�-: 5-30-83 - Qn r'.ay 4-30, 1983 six percolation holes were tested on each of 10 lots and 3 soil borings taken on each lot as well in accordance with tr�e provisions of Individual Sewage �Sys- te�n Treatment Standards (WPC-40) adopted in 1978 by the N:inn- esota rollution Control tigency. In addition, other soil bor- ings were taken in lower areas to determine the possibility of obtsining more than 10 lots but water tables were found to be verg high and the soils were fcund to be very slowly �ermeable . �ccerd�ng to the soils m�ps and the information we four_d in the field, tne higher areas had very good so�ls #'or drainfields while the lower areas and swales had extremely poor soils ior drainfields . Thus, we tended to stick to the hig'r,er areas while still leavir_g room for ample build��g sites . :�owe�er, once houses �.re pre�osed to be construct�d it :r:ight be desired �o shii t so�;,e of t?�,e drainfield are�.s . 2'�"!e.i ::: i•T veSt'.1�10 WOU��., h8 rcouired ..s^'.:1C1 1� kGL•.l� 'L'i$ �;GVi :ic_ �:.ble �O 'v._�EN. �g �1oti U,^ 0='_ �i.?_2 'r::"1CC�S ,:.S W�::S 'aT'Ev1G�..'.S.�i.�T t�S- t��. F-,C.^_ S�i,6 .t�3 i,ec:i ,:��u�Q �JE .�CCB�,.��1C��F fOT' e7.trlcT' � ��.ri- dar�� or s?-.alio4a �rer,ch dra.�n�ield system and is noted on the att�ched drawing. It also M�gl�t be necessar,y to use inter- ceptor drains to divert runoff water but this would be men-- tiened in tr.e system design for the inciivictual houses once thev are read;� ior construction. If ar.� additional ir�form�.- tion is nee3ed, please contact me . Sincer�ly, PERCOR, IPrC . �/�`?� �.� Mark S. Gronberg, .E. .�,�.-.��------...�,:,�._ � WILLO'rJ FRGFERTIES LOT 5, BLGCY� 1 �. rercolation Results -:ole ;��o . r`�terial rercoll.tion R�te F-1 Rrowr_ Sandy Loa:�r� 13. 3 I�`in. ;Inch "-� 3rown Sandy Loam 6. 7 " �'-3 Brown Loarr_y Sand �..0 " �'-L� �rown S�nd,y Lo?-� 7,5 " �'-5 Brown Clay Lo:ir� 30• 0 " n�� ro�n Clay Lo•a;n 26. 7 " The uvers6e percclation r�te is 14 . 7 n�.irrates �.er _nch. Seil Bcrin�s S.B. �`� 1 S.B. # 2 .; De�th(ft . } I:�teriul Derth( ft. ) i�iaterial 0 .G-1 .5 Bl�c'_� Lo�^i 0. Q-0.5 Black Lo�r-� 1 •�-3•5 �rcwn Loa,�. 0.5-3 . 0 Dk. Brn. S�.nciy Lo��. 3 .[-6. 0 Brn. Lo�.r:y Sand 1.0-2 . 0 Dk . Brn. Loarrly Sa.�d 0. 0-7 . 0 Brown C1ay Loa.m 2 . 0-4 . 0 r ine Sand �J�ter table at 5. 3 feet af�er l� .0-5•5 T�.edium S�nd 2;� hours . 5.5-E� • 0 Coarse Sand b:ater table at 5 . 0 feet after 5.�. � 3 24 hours . Depth(ft . ) i�:�terial 0.0-C.5 Black Lcam 0.5-1 •5 Bro�an Clay Loam 1 .5-4. 0 Lt . Brn. Clay Loam 4 .C-5.5 Brn. Sandy Clsy 5•5-7•5 Gray Brn. 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' ' � ��\ 9 � / ' ' . \�(� V� \'. � ... ` __ _ • ' � � ' ' _ �e V� . \� � N \ '.`� .. •.. _ _ _. , � � . . _ / +�_ � � r '., S��' T��`ilN�� N�. 3teven B. Schlrmora � MPCA Cert.No. 627 �a1 Katyd�d Lane N� • �t. tc ael, MN 35376 • (763) ��7-�b66 FAVC (783) 497-5011 �tate Ucense#�394 August 24, 2004 Gale Devries Lot 5, Biock 1 Abingdon Glen Orono, Henn. �v., MN SoiE borings 8� percolation tests w9ere corfipl�d on this properly for on-slte sewage treatment systems. The areas shawn vn the slte pisn wNl�uppbrl a five bedroorn home. The soPls on this site are a sandy I�em, The seasonally satureted soils (redox features) wene preaent�t 18" to S2". Both �Ite� wili require a pressunzed mound systern to �dequately tr�►et a�p#ia effiuent. The solls st a dep#h of 12" have a percol$tion t�e o�f 7.�r�pi. A�I neighboring welis are loc�ted gr�eater than 140' away from the proposed fireetrr�nt area. Keep �II hca�y equlpment af�of the propoBed treatxr�nt�rea before end aft�r construction. The tre�trr��t �r�� should be m�rked aff b�re constructlon. Thi� �esign is not valid �.the sysfiem will need to ba relocated N°Pallure to proxect the e�reas p�oposecl for On�Site Se�wage Tree�tment occurs. A design wili nesd to be completed pnor to �ininp a bu�lding permit. ��• � - Steven B_ Schirrrier� 1 ZOO I�j %t�3 LO�EZ 900Z/SO/TO ` �� V"� T�sTl��1 ��r �AV6�i 8. �C�'1�fIT1�11B• M�,�i�1 �r�f�.NO. 8',Z7 9�9 Katydid Lane NE � St. ichaet, MN 55378 • (�8 ) 497�358e �'AX • (76'�)497-501 Stafie Lir�nse#39 IL B RINt3S �ale pevries Lat 5, Block 1, Abing�don Gien Orona, H�nn. Co„ MN Borings compl�ted on 8-1�-04, with d hand buck�t�uger, BQRING N�I�B R �IM Elev.9�4�1.2 - MOTTLEb 301L AT 34" � no standing w�ter present in �oring 0 � 12" Topsoil dark brown loam 10YR 3/2 i 2" - 20" BroHm sandy fo�m 10YR 4!3 20" � 34" Yeilowish brown aaMciy IQ�m 10YR 9/4 34" � 38" Rusty yell�wish brown aendy loam 10YR 5/B - mottles 10YR 6J8 3H" - 42" Rusty p�t� bro n sandy oam6 0��ottl�+s 9/DYR 711,�1�3 a2�� - 48" Rusty gr�y ��i .�U��.�EIev.941.0 -MOTTL�f� �OIL AT 48" - no standing weter pre�ent in the boring. 0 - 8" Topsoil de�rk brov�m Ioem 10YR 812 �" - Z6" Brown+�ndy loarri 10YR bJ� 26" - 32" Lipht yellowi�h brown I�e�my medium sand 10YR 6l4 32" - 48" Light yellowish brown loamy cbarse sand 10YR 8/4 48" - e0" Rusty light yellt�vish brown coarse sand 101r'�6/� - rridtkles 10YI� 7/1,�/8 �,��NG ER 3- �I�v.938.A - M�TTLELI SOIL AT 2�4" - no 9ta�ding We�ter pr�sent �n tF�e baring. 0 - �to�� Topsolf da�k brown loam 90YR 3/2 14" - 1�'� Bror�m sandy loam 1 oYl� 5/3 18" - 24" Yellowl�h brown sandy Ivam 10YR 5/8 24" - 44" Rusty yellowish brown sandy loam 10YI� 5/6 �mot�l�� 10YR B!8 44" � S4" Rusty�rey brown loam 'tOYR 6/2 � motd� 10YR 7/1,6/8 600 f�j %V,3 LO�CZ 900Z/50/TO Soll borfnga cont'd. AORING, , d- EIev.937.7 - MQT'CL�D �OIL AT 22" - no �tendinp water pres�nt in th� boring. 0 � 10" Topsoil d�rk hrown Ioam 10YR 3!2 10" - 22" Brown loem 10YR 4/3 22" - 26" Ruety brou�m lo�r� 1dYR 5/3 - mottl�s 90YR 8/8 28" , 39" Rusty pale brown iaam 10YF� 8/3 - mo#tles 10YR 7/1,8/8 BORIIVG �y�f�BER�.Efev.94�.7 - MOTTLED SOIL AT 52" - no atanding wgber pr+asent In the bortng. 0 - 10"� Topsoll dark brown loam 10YR 3J2 10" - �8" Yellowi�h browh sendy loam 10YFt 6/4 28" - 52" Light yellawish brown lo�rtry msdi�m send 10YR 4/4 52� - 60" Rus1y light broWn loamy medium �nd 10YR 6/4 = mott�es 1 oYR 6le �I�Q„[�j41�lf .B�e�Elev.p3B.0- MO'TTL.ED SOIL.AT 18" � no slandinD water present in #h� boring. Q - 10" Topsoil d�rk brov�m loam 10YR �/2 T Q" - 18" Brown loam 10YR 4/3 18" - 26" Rusty brown loem 10YR �/3 � motties 10YR 7/1�8J8 28" - 36" Ru�ty pale brawn lo�m 1Q�fR 6/3 - motUe� 10YR 7/1,6/8 2 5001pj %V3 LO�CZ 900Z/50/TO CFR'�FZCA'�'TQN N0.627 STA�T��ICLN�E N0.:�94 PERCO��l.'�',?.0�11 TEST DATA SI�EE� Percvlation tCst r�adai�s macte by � ' ,on��-Q�.et�rtfdt�g at 8:35atn. Test hol� locEr.tior�.�Z.;��,�,..A,� '�esk hcile uumber�. I��te test�to�e was propared��-�r4� Deptl� of hole b�ttem a„2 inc�ies. D.iam�ter Q;f�l.c�e ibcl�Cs. V� DEPTH,IfVCHE� SOIL�"�XTURE b - 42 .......... To�soil dr�rk,brown loam _ . ......---.... ..............-- -,._.......,... -��----....._..._......�,_..��,.. . . ._..,_._ �.._-----....... ...__._._.... . ,, , . . ... .... _..-----------._,..�.... , � Nie�thod d�;+��ra�c;hing�idawal�is�. l�pth of gravcl'm bottom of hol�is?..Ju�'Jum�. Uate a�ad hour of init�al waxer filling �:��.�,,:Q4p�. Dapth u:f iutitial water fil�a�t is�ab4ve the bwl�l�t�v�a. Method v�ed to r�air�t�in at leag�t 1.� ioches of water dopth in hole for at�ast 4 houre is.��. 1V�ax�tnutrn water d�epth above hol� bottom duxix�g test is�e iuruches. � .........._., _ .,...........,..... .,,... .....--�-�-� --------_....�......_.......___�_.,...._....._.__------.__..._. ..._.,...._....�..�..--..._.. ...,,,.,...,......r Measurement bcop in wet�r level, P�colation r��, Time Tlme intervel m�n „Inch� ,,,.,,_^,�_Inches , minutgs�er inch., , Remarlca . . .. ....... ..... . ......,.. ..----�..__. ......., ---._..__..... ____,..._. __._,.__--- ..,., ..-------.... 8:A5 preffll , 8 „ _, „ 9:g6 9�25 6 .,.... .._.._._._._..4-1/8 . . . ... 7,3 . ------30 mfn e:�z �o;a� a a ' ....... . . . . . .... .. ..... ... .... ,.. . . ...--�---- .,.,.. ,.,,-� �----._._., __..._.,�..---�------.. , �0 m�n .-- .,,,., .. 1Q:03._. . . . . 10��.. . .. .. ....... ......e . . . . . . ,� �.----- --_ 7,S _.__..__.._ ... 3n min...... Percola�ti�n xgt��vxes pex inoh. TOOf�jj %V3 80�CZ 900Z/50/TO Z00(�j %�3 BO�EZ 900Z/50/TO i�00 f�j %V3 60�CZ 900Z/50/TO O1/05/2006 23:07 FA% l�003 . � . , � 41 a1 v ..._ I • ' ; � i � '+� V� � .� � N ql � '� � •� •� � � —..�� 1+1P � � fJ � �G � \ n �j� • � M � r�f' ' � �j �' +' �; h•• u - � � � p �'+ i . � . . ! , � �-1 C ,r ,� ,� 1 �� , ` ,. � � d � 'e} u � " ri , ' ^ � ,y st h ��r � i� \ � o_.... � .. � � ' � :----- �� s � � �' . ---�r� o � '� �a �,, � � y s' i ,�-- �� f -- � ~ D� � � a � C �� l^�•— �rv� ��n�� 1 ��l�.y � • � _ � ' � .........._.._.... . r- � �. � � .� , ._ � �� ' � y\"�'�W�$��K'� 0� � � ...,...--..�. �,�,....: 4. „t,••r •(V � �'••^ 1 if R•/�A��r:� . : y�I/ — jy 1 1�1 �✓�! �O_ � � ` ^ :- !�rw•~�• �1y'�i " '�;r. +r� x�,. �� a.� � ��+;./�,,J • , ./�r d� I �",O .i�� '� 1/�•` 1/1 Y � � .. �'� x rl �V `–'�—� , �i� rr � .�Yi � I ,� ►t^"' v�'�i� �! '� � r � '•� � r�.. � _� � I r/ ,f �+� _ J � J � � . r q- � N) /'�a t.f ./'( �r� °� �,rl�r -� �- L ( �sr:; � � 1 yC �r� .� �'..�. I •r. � f�• � l,•,� f w� J � � ,�� !-s�� G �ys �I �d' — O'�_ jy .J,`� � � � r� 1�� \ ` � .\ .\....\.-:,,...\.._ __ .'. ... ��'—�--�- �,o-} � � � �;---• f �y,.. ,,. . . . . ��r ` � Y _-� �'\ � ..+•_'_. _"'�. 7 � \ ��` � /�'•. �.j�� '�l � 7- ,• / tl ,��' / \ �`` �� , � � � / ..`f \ �.: p� .... +"�� '• '. �. �i' w �. �. � , , � . ` " ��.; ..n.,S.^�'•' � .-��,� �n_ � :'r x . '1 � 'v `,� '=�\\� � � � , , �' ' �i, � ,,.,r--�, � ' :o� ��r►'.�. ;66"' . .j� ""' � • ` ,� , . •�"� i \ � `• ..�f • �' ,, •an � �� .,, i . � � , . j "�. � . � I � � �r � ;�s� � � . � � .� ��- -,...� -- — -t._.I ..T ._... ...., i. , wc; I '.r ,�" .. '�'. I ,,.... � i'� . i , �! ,s• ' I„� J,1 . I � ��l • ��" � � • .�/ �.2J .. 'r,••• � I � �• ~ �� - '� =�oo i�'-� - —•- �J' �r•� . �• � �,� 1 Y I �� ' R � � . • , � � '�� • � -- �, y� .-"" �"-'�.;� -, �� . � ��\. `�` ,y� � '�J �1J'1'�'�� ~ _�_ Y �� ja�� . ,��P T�ST��G� 'flY ,r• Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566 FAX (763) 497-5011 State License #394 �1S S1'STEM!S D�S►�ry�p�R July 26, 2007 0 B� EDR00��yy��INCRf,AS�nyp�� ES tHIS OESrGi� Rick & Britt �age 2180 Abingdon Way ORONO COPY Orono, Henn. Co., MN A Complianc;e Inspection was completed for the existing on-site sewage treatment system locafied on this property for a remodeling to the home. The system consisfis of 2-1000 gallan septic tanks, 1-10G0 gallon pumping chamber & a pressurized mound system with a 10' x 65' rock bed. The sizing factor for a mound system is .83sq.ft./gal = f22 sq.ft. which would require a 10' x 62' rock bed, a 10' x 65' rock bed was found which is a,dequate for a 5 bedroom home. �oil boring #f�1 found mottled soil (redox features) at 2.5' below grade. Boring #3 found the original soil at elev.937.7 & the bottom of the rock bed at elev. 938.9 which leaves 1.2' of sand below the rock bed 8� a 3.7' separation from the bottom of the rock bed & redox featurE:s. Boring #2 found mottled soil at 1.7' below grade. Boring #4 found the original soil �t elev.936.7 & the b�ttom of the rock bed bed at elev. 939.0 which leaves 2.3' of sand below the rock bed & a 4' separation frorn the bottom of the rock bed & redox featur�:s. This system is in compliance with Minnesota Chapter 7080 rules. The tanks wE:re pumped by Elmer J. Peterson Co. &were found to be water tight. Nothing oth�r than gray water (laundry, showers, etc.) human waste & toilet tissue should be disposed of into the septic tanks. Garbage di�posals are not recommended, due to adding more solids & fine solids passing through to the system. Recommend to ORO:�� COPY 1 divert iron filters out of the system, recommend to divert the water softner also if diverting the iron filter. Excessive amounts of soaps, antibactetial soaps, cleaning agents, shower cleaners used every shower & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recomr�nended. Recommend to pump & clean your tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. This Certificate of Compliance is no guarantee that this system will continue to function indefinitely. �� - r Steven B. Schirmers 2 S�P TESTING� ��C• Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michaet, MN 55376 • (763) 497-3566 FAX • (763) 497-5011 State License#394 �OGS OF SOIL BQRING� Britt & Rick Gage 2180 Abingdon Way Orono, Henii. Co., MN Borings completed on 7-9-07, with a hand bucket auger. BORING NUMBER 1- EIev.936.0 - MOTTLED SOlL AT 30" - no standing water present in boring. 0 - 14" Topsoil dark brown loam 10YR 3/2 14" - 30" Brown loam 10YR 4/3 30" - 36" Rusty brown sandy loam 10YR 5/3 - mottles 10YR 7/1,6/8 36" - 42" Rusty gray brown sandy loam 10YR 6/2 - mottles 10YR 7/1,6/8 �ORING NUMBER 2- Elev.936.6 - MOTTLED SOIL AT 34" - no standing water present in the boring. 0 - 14" Fill soil loam 14" - 26" Original soil dark brown loam 2.5Y 3/1 26" - 34" Gray brown loam 2.5Y 5/2 34" - 42" Rusty gray brown loam 2.5Y 5/2 - mottles 10YR 6/8 BORING NUMBER 3-Through the mound. 0 - 6" Fill soil loam 6" - 24" Fill soil medium sand 24" - 32" Original soil dark brown loam 10YR 3/2 BORING NUMBER 4-Though the mound. 0 - 6" Fill soil loam 6" - 36" Fill soil medium sand 36" - 42" Original soil dark brown loam 10YR 3/2 Tank Re,�ort M� 1� ��1 MI w � Date: July 2, 2°o� ; ; ; Elm�r ,J. P�3ters n Co_ 5921 Dague A��. De{ana, MN 55328 Phone 763-972-2420 � Fax 763�972-72�7 . Rick and Brit Gage 2180 Abingdon Way �OrQno, MN. Baffles: � ON / OFF Tank Capacify: i o0o gallons ` # of T�nks: � 3 ! Type Of Tr�rtks: I conGrete . G�11Ons: I 3 000 � Manhales to C3ra e: "YE 1 NO � � Np cracks fotznd at this time. i I ; � NOTE:'T'his is only a ta�k report. This is not�compliance insp�on for point of sale � ; nor does it repface a complianc�ir�specticm. i i � TOOI�j 'o� uos,xa�ed •r ,�ami� OZ6ZZL6£9L XV,3 VZ�TT LOOZ/ZO/LQ Z�25�pZ ' WaterJWastewater-IS7S431 Coxnpliance Tnspectiort Form for Existin9 Minne�ota Pollution � In�dividual �ewage'fi'reatment 5ystems _ ca;,tro�a�en�v a- Completlon of ihJs for.m fulfi!lsehut er�nts..orinformation�e�,eclallt$f.§ofm�ance�e,uirements.for bedroorn additions� P�ease refer to local ordina�ces fox cith�r r . , Generals � � � - . o Reason for Inspectton: �-► � � � '��`r � Date of Inspection: '�"�`��--�- � . Telephone(�►��,) M'�`''� "' �� Property Uwner(s) '�`��'�'C'�-� �-'t�l� I,al��-��" ,��u�,�.� Telephone( ) Person requesting�inspectlon . . � � Zi Code_______-. site Address cl.l�G �'1..`L�'��!�-� �``d fl`� __ City G��-�� ' � � • County. �a'�A�+,.�,��"'}?.� Township . Fire No./ Parcet No. . Lega1 Description � �.� �� Local Regulatory Authority . . 1Date system construcled� Syst�m in Shoretand Area: yes fio System in Welihead stem serving a MUH licensed facility: yes r�o�L-uca� Permit# (if any)_�_____— Protec'tion Area: yes �i� Sy Systems built prior.to April 1, 1996 and not I.ocated in Sy.stems�located in Shoreland��r Wellhead.Protection Shoreland or Wellhead Protection�Area or Serving a•Food, Areas or SeNing.a Food;Bems Built after9'ng Beverage or Lodgtng Es�abiisliment � � Establ�shment,or sjist • March 3i 1996 Is the svstem an�imminent thr�eat to nut�lic health or �Ts the ��em an imrt�inent threat to nublic heatth sa e ? (a yes answer Is an IFPl/S system)��. �or:safe 7�(a�yes answer is an I7PH5 system) � -Discharge of sewage to the.ground surface? YES NO -Discharge of sewage to the ground surface? YES (N07 -D(scharge of sewage to dralritlie or surface wakers7 YES NO -Dlschalt'ge of sewage to dralnUle or surface waters?YES 6�,�� ..YES ND -Sewage..backup into dwelling? . �YES tN0) -Sewage backup Into dwelling? . • -Situatton wfth the potential Eo(mmed(ately and � -Sihaatlon with the potenttal to immedlatefy and adversely(mpact or threaten publfc health�or ' 'adversely impact or th�eate�publlc health or safety? . � YES NO safety7 . . YES �O,j ? �� g� , ) the s st�m�`ailin4? (a yes�answer is a fai/ing system) Ts the sustem failinn. (a,yesansweris.a fai/in , tem ��... � -Less thah TW(O feet of vertTcai.separatlon betwgen• ' . -Less thanrl'HREE f�et of�verk(ca4•separation�betv,ieen systam�bottom and saturated soi{or�bedrock? � �YES �NO -�systetn bottom arid saturated soll or bedrock? YES (NO) -A seepage plt,cesspool,drywell,or(eaching pit? � YES•"NO -A seepage plt,cesspool,dryweli,or leaching pit7 YES (�NO� Is the svstem nan-camaliant? . � � �Is the svstem non-comaliant? . -�ls the system regulated�under a monitoring plan or • -' Is the sysCeril�regulated under a .monitorin�g ES n .� operating permit? (if no,.go fo page 2) . YES NO � ope�atin�permit? (if na,go#o page�2) � '�, If yes, • If yes,� � � - Has the requirecl monitoring taken place? YES� NO -Has the reqUired monitoring taken plare? • YES NO (If no, the sysiem!S non-complying) ' (if no,�the�system Is non=coinplylrig) � . - Does.the monitoring indicate 3hat the sysfem meets -�. � �: �=Does;ttie monitoring indicafie�that the s�rstem m�ets No performance expectations?: � �� . �'`"YE5 �,N.O �� ' .`� . pe1Y01'mat��e e�ipectatlofis? . .. .. ,. . YES . . . � � .,,, ,. ,.. .,.... . ,. . . .(1G�no, :7fia sysfem is non-corriplyfng) . � � ' � ' • (If no, ihe sy'stem 7s non-compiying) „ . • . • . . ' . Page 1 of�2 . �.. wq-w�iists4.31 � Property Owner(s) la�l}"� `x-''�`'� Fire No./ Parcel No. _.._............._..._.�.1..�.�?_ A°`�1?-r��...�,:..-�_.._�.�� .��... .._ ....____......__........�........._...__..__._.._ _..._......___...._�... Systein Componer�ts(P/ease descr/be the system�component�ar�d attach site sketr�i showing system/ocat/onJ: �'�{ S`� 41 1 �`}.��1��`"se�'� t`.�'�� t t !4 t��:� ��rt� '1'r�'k l�( xN., � �D'?i') p�� `j..�R/��1'�'' �!�1�E'a't.` ,� � �k!-1�'�..� 1� "ta'��" �.�31�.12� '�� Wl a� 1�-t��'► b\ d� /a� r� f,�,Sr �'�'ca�1�.'��':.'v:. �5 'k�'��;a"4�"<'}5 l�S^M What'meChod�were used to mak�the de�p�*+inatiens for the compllance Insuection?(Nof�:No standardp�otoco/exlsts The fo/%w/ng/Ist Is not exhausth�,or/n sequent/a/orde�nor/ndicates wh/ch avmb/nadons may ne�cessary ln make a determinaUon) Watertight tank(s) Hydraul[c Functionl�g Vertical Separation Distance � ❑ Probed tank bottom. ❑ Searched for surface outlet v �Co�ducted soit borings ,�,�'.�,:��=> ❑ Observed low Uquld leve{ ❑ •Perfo.tmed hydraullc test . DePtti to Iimitlng layer.�`�� "�� ! �'r1 a d��,� ❑ Examined const. records �ti Searched for�seeping ln yard t�t J Depth to systerp bottom 1,� � ar Examtned empty(pumped)tank ❑ Checked for baek up.in home ❑ �xamined records �' ''� �'�"`��. �� ❑ Probed outside tanlc for"black soll" � Excessive ponding tn soll system/D-ti�oxes ❑ CGU Limiting Layer Verification o Pressuce/vacuum check O Homeowner testimony �, � 'o Other ❑ Other ❑ Examined far surging In tank �Ea�,.1KR=•,,:�:�> �?,� �;'�-��x:�<`�,,«}.c {�s t, � "Black soil":above soU syskem ta� ❑ Other Status.of the svstem � Based on�he compliance criteria,the system status is: (check one) Cl failing:(to protect�groundwater) O an imminent threat to piabiic h�alth or safety(ITPHS),'Cl nori=compliant�(moriitoring issue) �compliant�(none of the 3 previous conditions). Therefore,�tfiis.do�ument is a: ��Certificate of Compiiance ❑�Noti�e�of Noncompliance zs this system an'E�RA Class`V Injectton.Well?� ❑ y�s � no __� _— Certification. � . .. .� ' I.hereby certify as a state of Minnesota lit�nsed Inspector and/or Deslgner I or Qualitied Emptoyee Inspector anc(/or Qualifed Emptoyee Desfgner I that I conducted an investfgatlon thaE accurately determined the compllance status of this system and thah my recorded observations are accurate as of this date. ��Vo determfnation of future hydraullc performance has been nor can be made due to unknown conditlons during system constructlon,abuse of the system,inadequate maintenance,or future water usage. Inspector's name(print) `�� -- �.��-ti'�-�'�"�S Phone �(a'� -- �"1� — '3��a� License and/or Reglstratlon Numbet 3'�1� Address �� 1��"�'C�L'C7 L-�• '1-a•'�-' Employed by ��ti�� 1}.b G. ' Address � . f°�.�(.�'�... �'�17, .S.'��2�. � �� •�' i�-'; . Date rl�.a•�!',`C-�'') Signature��"' U'� r ,�c - UpUrade ReUuirements ,(derlved frnm M/nnesata Statutes§11S.55J An IrnHS must be upgrad�+d,rep/ac�ed,or/Cs use d/scnnt/nucd w/th/n ten months of recelpt of thls no�ice or within a shorte�.period if requlred by/oca/ordlnanc� If the syslem fa1/s ir�provlde s�clentg�nundwatei`pmtectlon,tften the system must be upyraded, rep/aced, or ICs use discondnued wldh/n tfie t/me repufr�d b}�ru/e ot the loca/orr�lnanc� If an exlst/ng system Is not fa//Ing as defined in /aw,.and has at/c�ast iwo feet of des'Ign so!/separat/on,then the syst`em ne+e�d natGe upgraded,repalred,rep/aced, o�/ts use discont/nued,notw/thstanding any/oca/o�dinance Ifiatls more strlcl: Th/s does not app/y to systems In shor�/and a�eas, we//head pro[�cfion areas,or t�iase use�d!n cnnne�cllon with 1`o�d,bevera9e,and/odg/ng establ/shments as defrned/n/aw, . Suqgested AtfiachmenfiS . �� 1) �'�Site sketch�could also include:�weil,i+veil setback to�y5tem,_dwelHng or other bulldings,.tank(s},reserved soil treatment area, suifiace water�and soll'boring(ocatlons. Include as-built drawing if avafla6le. 2) Soii borl�g logs,showing eacti hoMzbn.�'Irldlcate th'e'texture,color,reifozimorptilc features depth•to bedrock,standing water and whether.the material is flll. 3) A iist of any.and ali requlrements of the.local ordinance that.are di.ffer.ent from the state requirements referred to on this form. 4) A homeowner survey of system performance,signed by the homeowner as being factual. S) Monitoring data as appropriate. � • Page2of2 � 1 � � � f � j � � \ � 1 ��-mpA��SG� , 1 . Sc t t... ��,., �\ \ \ \ / �;� � , � � \� � , � `; ' �` � � i� � �� - �f � � �� . _ � � �� • � y -� � -�.w5 � V- y ia � 3d� . 4.� ' �� / / � � ,� �a_,Y � � � � � y ' � �r,�e4.��.x+- � ; � r . . . �•�'9�.� � ^ . ' ' . �o�\ c%�� % ;� � � �'U�5'�%`C'� �C.?J}:.� i i f � � 4� �,.1,3 � �� t � ' �iePaaar.3`,� y;�.� _ q 3e,g,,,�}:�,C � . / r.�',��.' � �� .-� f� �/ g�+i.�.,:�� 4- � // --�5��1,� °!-i^6��? L7 C3�i:-.�c.Fi �'G,� �J ,�`,^ ! �. �l� t� �.� �;`� t1 3` J� �`� .�� ` i i �' /i ` �� f / I 1 . �`, e ��\ � % i „ , . � 6 R�ct�on Tats Scok= .�- �O • �\� . G``.� � _. . � ,� . �S�: Mak , � \, p Note= Ths sy�tem is b be c.onstcueted lo me�3 � � f . C�p er 7p80�& Loca2 O d nance =�'-'� '��U�'V i�'�1 t?�1 S � � m�ts�44 ..5314 . 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