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Home My WebLink Aboutseptic info SEPTIC SYSTEM INVENTORY Site Address: 1275 Lyman Ave PID 02-117-23-21-0027 Owner Name: Howard 8� Elizabeth McMillan Owner Address: 1275 Lyman Ave Wayzata MN 55391- BuildinpTvpe: residence Installer: Westonka Plb Date of Permit: 10/05/81 Svstem Tvpe: standard trench BR's Designed for 4 In Musa?: Yes Shoreland?: SEPTIC TANKS: Material: precast concrete Capacitv: 1000,1000 Tank Filter: DRAINFIELD: Treatment Area: 1000 Soil Boring: yes DF Ht above Wt: 0 WELL DATA Setbacks -Well Tanks: 75 Well DF: 75 Report In File: Depth: 320 _ INSPECTION RECORDS PUMPOUT RECORDS Date ; Notes Date 4 GallonsOfLiquid !; 8/24/2004 Non-compliant, replace by 12/31/2010 7/25/2013 2000; 8/26/2002 connect to sewer by 12/31/2010 5/17/2005 2000� 8/2/2000 connect to sewer by 12/31/2010 5/1/2002 2000� 7/16/1998 non-compliant-DF saturated,repair by 12/31/2010 7/21/1999' 2000; 4/22/1994 no surfacing 11/13/1996 1500 10/22/1992 no surfacing 7/15/1993 2000i 10/1/1990 no surfacing 5/23/1989 no surfacing 6/23/1988 no surfacing 7/31/1986 no surfacing 10/26/1981 installation Non-compliant, replace by 12/31/2010 3 x�o' � . `� y>y� . � � �° 3 x/UD � � � , �a 3 X/p0 � c.o, Sy. �'��/ 3 X•�o r �3 , SL'6 � .'� �_ /Vo D.43�xES - uSED 2ArS�� EZPoc��S �/�s�,AC ..��t, �� gr'v�r�c� - ri se�s c�✓'e �� " 0��3 y-�6 6z�.� sa„�l sv�-�Ge c�r��y i h -�r�>,-r, �'n �P� co� e r ' � �. � � n t�Ri�rGt--� �" _ L � aT )oin� p� I n�, fwd 7�c� . la� m��, A�, � � � o� 0 0 ,�, ,� t-�, ` � CITY of ORONO ,� � � ti � ,,� �f ,��-. ,� �, Municipal Offices ��\ �r ?: �;`¢,�G Street Addrosse Mai11nQ Addrou: '�E g HO 2150 Keiley Parkway P.O. Boz 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 August 3, 2000 Howazd &Elizabeth McMillan 1275 Lyman Avenue Wayzata, Mn 55359 Dear Mr. &Mrs. McMillan: An inspection of your septic system was conducted on August 2, 2000. A summary of the inspection is below. SepNc Tank Condition 1. Pumpout not needed at this time. The septic system is non-compliant due to a lack of a three foot separation distance between the bottom of the drainfield to the seasonally high watertable. The three foot requirement is a State Code,not a City Code. A soil boring was conducted to determine the depth of the seasonally watertable. The residence must be connected to the municipal sewer system no later than December 31,2010. Enclosed is a list of state licensed septic contractors who work in Orono on a regular basis. Also enclosed is a fact sheet explaining how a septic system functions properly. Finally, an as-built drawing is enclosed that shows the approximate location of the septic system. If you have any questions regazding this report, please contact me at the City Offices at 249-4600. Respec , . „N� Chris Pence On-Site Systems Manager Enclosures In the event this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does no guarantee or certify the ezisting 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 the system location and pumping records. Telephone(952)249-4600 • Fax(952)249-4616 www ci.orono.mn.us �o� o . o ,,, �f�,,,�f ,� CITY of ORONO � ,��.��. ,�, --� ,�ti M�;�i� otr�� +�� .�`e.`�`�G Street Addross: Mailin�Address: `�EgHOg' 2750 Kelley Parkway P.O. Box 66 February 18, 2000 Orono, MN 55356 Crystal Bay, MN 55323•0066 Howard&Elizabeth McMillan 1275 Lyman Avenue Wayzata, Mn 55391 Dear Mr. &Mrs. McMillan: The above described property is in a Metropolitan Urban Service Area(MUSA)for sanitary sewer installation. The factors for initiating the sewer project were smaller lot sizes and non-compliant septic systems with limited replacement sites available. The residence was required to connect to the sewer system no later than February 14, 2000. Recently, the City Council adopted a resolution allowing all sewer connections to coincide with the septic system upgrade time frame. The time frame for a septic system upgrade is seven to ten years from the inspection date dependant upon the property's location. Your property will need to connect to the sanitary sewer system no later than December 31, 2008, �vluch is the date your septic system was to be upgraded. A Sewer Availability Charge (SAC) fee will need to be paid to the City in the year the sewer connection is made. A licensed plumber must then obtain a permit from the City to make the connection from the residence to the actual sewer line. If at any time before December 31, 2008 the residence undergo's a remodeling project that will increase the total water use,the residence must then connect to the sanitary sewer system. If at any time before the above date the system is failing,the residence must then immediately connect to the sanitary sewer system. Minor maintenance can and should still be conducted on your septic system. Pumping the scptic tanks, repairing or replacing pumps, and replacement of septic tank bafflcs arc eramples of acceptable repairs. If the septic system needs major maintenance, such as septic tank replacement or drainfield replacement, connection to the sanitary sewer system will be required. If tl�ere are any questions regarding this letter, please contact me at(612) 249-4600. Re pec lly, � s Pence On-Site Systems Manager Telephone(612)249-4600 • Fax(612)249-4616 � 4J �j�'` _ i \'�, � O � ��.t�� : ��'�� Of �la.�l�d� i°;�:�;��j�`-';:t�. � � :UI:' �..�.'�'J'�,C^;,! � Municipal OfFices �4��j �.�.I'A:�:� / � ,�.,;��,:;.,,,�' .- 5::�• 4 �\ f,.;wy,..;..,>i�:��:�'�;,,1� � �� Mailing Address: \.�,'C�' j�;,!�:;��r :s��, �� Street Address: '�'�<qk.�'"�'•"�`��p�¢�% 2150 Kelley Parkway P.O. Box 66 ��' Orono, MN 55356 Crystal Bay, MN 55323-0066 To: The Cunent Owner of Address �v? � � L-'� �'°�"� � City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a periodic basis: The.onsite sewa?e 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 broujht into compliance within 90 days. Failure to do so will result in referral to the City Attorney for legal action. System Ident'rfi as 1`Ton-Compliant � Yes Ho If yes, system must be brouDht 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 tluee years. City records indicate the tank(s)were last pumped out on �—j'',—Ci; . The tank(s) should be cleaned through the mailhole and not through the inspection pipes,tlus allows for proper cleanin�. Comments: r. �� . Inspecto�� d�� Date of Inspection �' � �� Tele�hone (9�Zj 249-4600 • Fax (9�2i 249-461� � °� o : o -��=4�:�w- c ITY of ORONo � �;.. 1 �r�� - ,., � ,�� . �� _ ,\'�+�� R� ,�,�, MunicipalOffices 'R' :��`.`�_ i;�;-� �r G asa-a4q-y6o 0 � Street Address: Mailing Address: �`�1��Hp4'� � 2750 Kelley Parkway P.O. Box 66 Orano, MN 55356 Crystal Bay, MN 55323-0066 � (__. ��,�-._ v To Current Owner: Address: �a�� - City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years. The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY (1-3): � 1 "CODE SYSTEM"`An 7STS wluch meets all the location,design and construction standards of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" An ISTS wluch does not meet all the location,design and construction standards of the current Orono Municipal Code but does meet t�e three foot separation requirement or two foot requuement for systems installed 1996 or earlier,and which is not failing or an ianunent threat to public health or safety. �"NON-COMPLIANT SYSTEM" A prolubitcd ISTS;an ISTS lceated within a designated 100-year flood plain,any ISTS which may or may rtot meet all�e location,design,or construction stan�rds of the current Orono Municipal Code and which is failing for any reason;and any LSTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. TANK CONDTTION(5-7): � ��inspection indicates: Pumpout not needed at this time. 6 Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years. Tank was last pumped �-10-OZ ). Make sure septic tanks are pumped through manhole and not through white insaection pipes. This allows for the proper cleaning Keea water softner and iron filter dischar¢e out of seatic svstem to arolon¢life of drainfield. Ask aumaer to test alarm float to verifv alarm is still workins in vour house. The alarm warns owner that senta¢e is about to backua into basement. 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If tanks have not b�n pumped out within the last three years,they should be pumped out now. D IELD CONDITION 8-10 : � 8 Drainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet. 10 Drainfield.is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. COMMENTS: A��:�.t�� ;s r��- ��P�;�.-� �= r�.�s�- �� c��<< b! �-Z..-��-2.010 � -- - ��Z-`-1--�'� �� 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 othea 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 adcquacy of the system under current conditions based on the available information. o � � � O.� O . . ,� ��r� :� � CITY of ORONO � � �� . � ,�t � •r � .Munlctpal Offices , �'1��' Og,'ry' . ' Street Addrou: Mailin�Addross: • � . . 2150 Kelley Parkway P.O. Bax 66 - � Orono, MN.55356� .� Crystal Bay� MN 55323-0066 . 95d-�49-y600 � To Cutrent Owner: Address: �a�� L•/r^a A�� Ciry Ordinance 199 requires tliat each existing on-site sewage treatment rystem in Orono be inspected every two years. The oa-site sewage treatimeat system at the above address has been inspected and appears to fall iato the categories checked below. SYSTEM CONFORN[ITY (1-31: 3 1 "CODE SYSTEM"M ISTS which meets aii the loeation.daign and construcdon standards oithe eurrent Orono Muntcipal Code. 2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location.daign and construction standud4 of the aurent Ocono Municipal Code but doa meet the three foot sepazahon requinment or two foot requiremrnt for systems hutalled 1996 or earlier.and which is not failing or �n immineat throat w publie health or safery. Q3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a daignated 100-year flood plain�any ISI'S whlch may, . or may not meet a11 the loeation,datgn,or construction standards of�e current Orono Munlcipal Code and whlch ts falliag Wr aqy ieason;aad any ISTS with las than tivee feet of unsaturated soil or sand between the dis�'budoa device and the limtting soii eharactecistics. TANK CONDTTION(�-:7): S . Tank inspection indicates: � . � . . . . . � 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 5-10- o� 1. . Make sure se�tic tanks are uumoed throuQh manhole and not throu�h white insnection Dioes This allows for the proper cleanin� 7 Inspecrion risen missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank: �RA 'IELDCONDITIONlB-tC�l: FS Drainfield is dry,no surfacing eviden� 9 Some evidence of surfacing,not critical ye� - 10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the Ciry Inspector � � immediately.Repairs must be completed within 90 days. , CO1��I�NTS: �ca:r.�:�1� ;5 nd�- �c�n,Pl�q�-r �t�� r��S.r bZ le�IGc�� by �1-"3�-Zc: � o , �S -ab.—a�. �,� Date of Inspection Matt Bolterman- Septic System Inspector Note:In the event that this inspection rcport is used to satisfy the cequiremrnts for a mortgage or other transfer ofproperty�be advised that this repoR doa not guaranuo ot artify that an existing system will eondnue w function propedy.but is mecety an opinton oftt►e adequary of the system uader eumnt con�tions based on du avai'1able iaformation. �O� /O : O , =:==�: -�� CITY of ORONO ` ', .r ,�"�`-�, !�r Municipal OtHces � � � h.. . . . - .. � � � � ��`�'�G� Slreet Addrou: Mailin�Addreu: � ' '��;� �' '��Hp�' 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: M� Address: 1]7B Lymaa 71va. Permit #'s: 6494 Dates: 10/5/81 Contractors: �Psatonka P1bQ.-Keith Clark (This is [� an existing system [ J new construction) . SYSTEM COMPLIANCE (1-3) : 3 1 Code System: Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating properly. 2 Compliant System: Does not meet all current City standards for new construction, but in most respects appears to be designed, located, and constructed in accordance with previous codes and is functioning properly. � Non-Compliant System: System may or may not meet current City standards for design, construction, or location, but is failing to properly treat and dispose of the current input; and any system with less than three feet of vertical separation between the bottom of the drainfield and the saturated soil level. (The aaturatad soil lavel is (�] or i: aot [ ] ideatified uadar this s.ptic system. If tha �aturatad soil lwvel is aot idsn�ified, this classificatioa is aubjact to revisioa.) K 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. 10 One or more tanks are cesspools, which means the septic system is non-compliant. (The taaks are [ ) or are not [ ] water tiQht or the coaditioa is �] unkaowu. It th. taaks ar• aot coafirmed to be watertiQht, this clasaification is subj�ct to r�viaioa.) INFIELD CONDITION (11-14) : 11 �� s ��,J 1 Drainfield is dry, no surfacing evident. -� One a�ea D-�q�1��' �t�"� � �`'�� 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.) : lo�v CONIl�IENTS: In order to confirm that your septic system meets Minnesota standards, soil borings were performed to verify a 3 foot separation between the drainfield and the seasonal water table. The separation is 0 feet and the system is non-compliant. Repair or replacement of the septic system is required by 12/31/2008 or within ninety days of system failure, whichever comes first. Date o�Ins�tion Sep 'c 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. Tdephone (612) 473-7357 • FAR 473-0510 CITY OF ORONO �O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON-SITF SEWAGE TREAT�ENT �ti INSPECTION REPORT ��9k o4�G EsH Owner: �/�� !/1(`J/1��1^ Address: ��/."1 �Y1113n J'IV�",,. Permit �'s: Dates: l(T��-?�1 Contractors:GL.P<7�h� NX?•"'K��,�J'� City ordinance nunber 100 requires that each on-site sewage treatment system in Orono be inspected on a regular besis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is �an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): � "COOE STSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 2 "CONFORMING SYSTEM"-A system 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 instaltation, and which is operating satisfectorily by treating and disposing of the entire current sewage input without discharging any pollutants into gro�d or surface waters. 3 "NON-CONfORMlNG SYSTEM��-A prohibited system; a system located within a designated 100-year floodplain; any system which may or mey not meet all the location, design, and construction standards of the current City Codes and which is failing for any reason; and any.system with less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (The limitin� soil characteristic �has or [ ] has not been identified at this time. tf the limiting soil characterist�c has not been identi ied, this classification may be subject to revision.) TANK CONDITION C5-10): � Ty� inspection indicetes: /5> Punpout not needed at this time. "S Solids eccunulation in tanks indicates they should be p�anped 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 punped out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next punpout. If tanks have not been p�n�ped out within the last three years, they should be punped OUL �10M. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accunulation>. If tanks have not been punped out within the last three years, they should be punped out now. DRAINfIELD CONDITION C11-14): Dr/rsnfield inspection indicates: �p Drainfield is dry, no surfacing evident. 7Z Same evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City [nspector immediately. Repeirs must be completed within 90 days. 14 Drainfield extent and condition unknown. IIMITING S1TE FACTORS (sl�e,setbecks,etc.): POTENTIAL FOR SYSTEM FAILURE (decends on soils,water table,etc.): �� COMMENTS: Da e of Inspection e tic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be adyised that this report does not guarantee or certify that an existing system witl continue to furxtion properlyi 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 locetion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner CITY OF ORONO �O� Municipal Offices O O Post Office Box 66 Crystal eay, MN 55323-0066 a � ON—SITS SEWA(iL TREAT�ENT r�,� . �, INSPECTION REPORT ti ��kEsKo�'�G Owner: �ro�GI1�A /�IC/Ilil�n Address: ��7.� Lvrr,� JTV�- Permit �'s: Dates:1��g� Contractors: L!�°StanKa� �ba,. 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 tnspected and appears to fall into the category checked below. (7his is �1. an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): D "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 2 "CONFORMING SYSTEM"-A system uhich does not meet all the location, design, and construction standards of the current City Codes, but 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 mey 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 jr� 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 irxiicates: 5 Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they should be punped out this year to help prevent future Problems. 7 Solids accumulation in tanks is at a critical level. 'fanks should be punped out as soon as possible. 8 System is discharging to the surface. Tanks must be punped out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) rtwst be installed in each tank at next pumpout. If tanks have not been ptmped out within the last three years, they should be punped out now. � 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 pianped out now. DRAINFIELD CONDITION (11-74): Dr field inspection indicates: Drainfie[d 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 cortipleted within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (sloae,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table.etc.): �� COMMENTS: � � Date of Inspection S tic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certify that an 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 the system locetion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore o f Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER �2'/�+-C1✓� �� -�1 r-�+�"' !!�r' �/�nADDRESS � LYhbl'� �/P_� PERMIT NO.'S. �7 �n J,-�flT� C� � DATES /��I CONTRACTORS!� City Ordinance No. 210 requires that each on-site sewege treatment system in Orono be inspected on a regular basis.The onsite sewage treatment system at the above add►eu has been inapected and appears to fall into the category checked below. (This is � an existing system ❑ new construction) � � Meets or exceeds current City atandards in all respects relating to design,construction,and location.Appears to be operating properly. � 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, located, and constructed generally in accordance with previous codes.System appears to be functioning properly;no major upgrading of the system is required at this time. � 3 Does not meet current City standards in many respects relating to design,construction,or location.Appears to be operating adequately at this time,but has a relatively high potential for future problems. No major upgrading of system is required at this time. � 4 System may or may not meet current City standards for design,construction or location, but is failing to properly treat and dispose of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/ replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan must be submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CONDITION ( m Checked items may require your action) Tank inspection indicates: � Inapection pipe is located directly over tank baffle.(Dces not $) Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks ❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they ed out this year to help prevent future problems. should be pumped out now. ❑ Solids accumulation in tanks is at a critical level, Tanks Drainfield inspection indicates: should be pumped out as soon as possible. � Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risers missing—ta�ks could not be inspected, effluent to the surface. This condition may require replace- Inspection risera (4"dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the Ciry Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the lest three years,they should be pumped out now. ❑ Drai�field extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Pote�tial for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soil tabl�etand system condition) �Adequate ❑ High water table uu Low � Fair ❑ Lot size ❑Medium ❑Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: Il�/�o 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 dces 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 of� Lakc it�7innetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER _�0�� /��+�7��1�y ADDRESS l��J �r��, /��1 /�V�t`�YII,�� PERMIT NO.'S. ��4 DATES �U �` � � CONTRACTORS �� "��j 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 abovf address has been inspected and appears to fall into the category checked below. (This is�n 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 co�struction (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 usuaily 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: p5«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 Drainf4eld inspection indicates: should be pumped out as soon as possible. �Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require repiace- Inspection risers (4" dia. pipe) must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water F tur Expansion ❑ Soii table, nd system condition) Adequate ❑ High water table �Low ❑ Fair ❑ Lot size ❑ Medium O Poor ❑ Lake,wettand,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: / � � b '"�-<-� —�I) //.,! Date of Inspection � � --" - eptic Sy�te spector 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 of Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER �- L�d� l V�R/II�L�SS ADDRESS 1 Z.�iS� LY/'f� �� PERMIT NO.'S. �Q-,� DATES ld � 'S - �� CONTRACTORS J�/�aNJ�—�� City Ordinance No. 210 requires that each on�ite sewage treatment system in Orono be inspected on a regular basis.The on-site sewage treatment system at the ab�ove ddress has been inspected and eppearsto fall into the category checked below. (This is CJ an existing system ❑ new conatruction) � � Meets or exceeds current City standards in all respects relating to design,construction,and location.Ap�ars to be operating properly. � 2 Doea not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, located, a�d constructed generally in accorda�ce with previous codes.Systern 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. � � 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 weter supply,or is a souvice of pollution to surface or groundwaters,or is creating a sefety,hazard,or is otherwise creating a public nuiaance.Please contact the City Inspector to discuss system repair/ replacement procedures. If drainfield replacement is necessary,soil testing witl usually be required,and a design and site plan must be submitted for review.Your contractor must obtain a permit before work is sterted. SYSTEM CONDITION ( m Checked items may requi�e your action) Tank inspection indicates: ❑ Inspection pipe is loceted directly over tank baffle.(Does not .�8 Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks ❑ Solids aecumulatio� in tanks indicates they should be pump• have not been pumped out within the last three years,they ed out this yesr to help prevent future problems, should be pumped out now. ❑ Solids accumulation in tenks is at a critical level. Tanks Drainfield inspection indicates: should be pumped out as soon as possible. �—�7 Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped ❑ Some evide�ce of surfaci�g,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 pum�d out now. � Drainfield exte�t and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soit table,and system condition) �"8 Adequate � ❑ High water table �� Low ❑ Fair ❑ Lot size ❑Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage 0 System is causing visible surface discharge. COMMENTS: « �/ucy 3/ l9 �� ate of Inspection ptic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or othe�transfer of property,be advised that this report dces not guarantee or certify that an existing system will continue to function properly,but is merely a�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/Nomeowner CITY OF ORONO oate ADDRESS � Connected to �ODE SEPTIC SYSTEM INVENfORY CARD Municipal Sewer �Address �2 7-� L�/H'!i4/lJ fF I/�' _ Property I.D.D2.-/I7^Z'3 Z� QC72"] WELL DATA ` �.Standard trench . �oT Z �3C-. / + �� I I O Mound D/1¢�wo o�2c F�f, /-�l�f(LiWa .�► � � System type O Other Legal Description � O m ucma � r Permit No. ��9� Date of permit �1�-�—g� Installer �eST'L'YvKst Pe3� cu►�e�c m � �� No.Bedroo s Garba� � 0 � I i Building type 1?ES/7�CNCE or GPD $�2 'f' Laundry ✓ Dishwesher Disposal E o ` O ; a � SEPTIC TANKS: Material �►�-ECAS'T �o/�c��T� Capacity 1) 1DOd 2) �DO('� ,° oC ` � a i � / �- � � Proper outlet and inlet '�k Baffles �e� Liquid depth to RO level � — -� • � � « O i Height of tank bottom above water table 3 + Distance to nearest building �0 y �m � ' � ± DRAINFIELD: Total�ength of lines 3�� Number of iines Trench width � - � ' Y 4 , �otal treatment area(sq.ft.��DO� -� Height of drainfield above water table 3 1 � � (v Q �; � 1 �� . M ! �ype of fiker materiali-�z �K Soil type G�A`1 LOL}{M & � � �� E Y � Distance from nearest bldg. �Tile size�Perc rate -�� min/in � � a •`- a � ' Depth of fill over drainfield Z'Z „ �� a � " �Depth of rock over tile 2 under tile Z - � •� E c m ''� 2'�3' /Lor,ro c �•�., j"l S2�o s o d 'c�i 3 t'on�7�E,4c7-a(� w�v'T''T1�Rou G-1� NA2D P,Mu l.i�`+' TD G e�' D�t-�'t '7'Qr�vc i-hES *�w},e,Ti'y�'}�-X ��i. �� ..�.hz �'t'.!` f` a n��, srN�rR7�9.� 4' �� s� TTt."�+a�,''t'�,i(F.,,, � v+m $' � ' .: `4, k i 'e ,'; � ',"` t :^ t -_ �;`i Y ;- �` �}��Y9 'L� '�t k5� ? - � .k Jfi� it � � �i 7 z .i i � � - �s- � ��. { �.': i•.r.�.. . �t rAT p' � �'� � '��,y ;r. ��,�scrt'.� fi +��r:� . �-.t'�+A r�'�77 ' ��.a`''$.°ks �r,�C't'� i ,e .-„i 1� 1'.'i'n ��."• t "'- ,`�'i •{w � �� j�, X'��` �r f� t�a:��'!�r k� ��'*�—�rrp�`°; i��.�" �Y`^st;�bi ld � �# ! '! .__.... . �..... ....._._...r_�-_�_.....,.w.r �"'�'��.��i�'.�� i� � ._ .. .. . . _-.__ . . ._ .. ._ ......-....... .-.. rGGsi v.a a�3t�$3$i.rd �r^�::e��v Sjs�.F,:�� ..zm � y � �y� ` ' .� ::.� �S . . . � ,y. `fS , , ti � � �;sa . 'k 'ds ' �� STT'� �tiAi�II�°t TIOlv P,3£�QRT '�• LOT 2, BLOCK 1 `'�;'�.� OROI;O ORCIiA�DS HIG�r'L;iDS :.*� � 7-21-F1 On July 17-18, l�til six percolation holes were tested and three ` soil borings taken on the above lot. The holes �rere tested ir� an area below th� proposed hoase ar.d at lea�t 7� �eet up i'roM the me.rsh. The holes were c?:z� 3�Yeet ueep at �he upper level and 2.5 foet deep at the lower le�ei. to te::t i'or a shallow trench system, sinr,e bette^ soils existed near the top and Q high water table er.ists near tha ; marsh. The percolatior� 'r.oles were dug 6 inch�;s in dia,:,eter to the ' � � fall depth whi1Q the �oil borin�s were dug h inches in ;�ie^�eter to the 4 foot deFth and 3 inches in diameter to the ramaining depth. All holes were du� with bucket ty-ve hand augers. A 9erS suitable sa.�dy loar. material has been rra�hod dok*n the slope and deposited in the drainfield aree� over the black loa,;, and underlyin� clay loa_ms, lnis up~�er m�terial should be utilized so the � �r',� trenches should be kept about 6"-1� deFp, esaecielly at the lo��er .�^�`�� because all runoff :=�-: level where the water �able i� higher. �3awever, ..F;�>,:� �;;�� water drains toward t'_ze mar�h through tnis area it tiaill be neeessar� �,,;�,�, - to divert the �:a1:er b� eitner an interceptor drain or bS gradir.s. ,�� , : �..;. The interceptor casair: could be made Q part of the draintile syster� � ��'•� around •the house. ai6� ��+°�'. The existing ho�ase will be cut about 3 feet into the grond at �`�� tne lower end which silould eneble gravit� �:o used to the drainf3eld "`� � feet below the grovnd near ��.�� r:=:=:�d ainca the ground levo� there 3.s about 4-�. _ �ti, " �s' 'the house. Additional design inform.ation y ollows. If any other quPs- t;� ;:�:;*y: �� _ tions arise, pleAse contact me. � ��s; �°�:�'{ti � r r:m„= �,:?�';� Sincerel5, ;:n��''; � P;��COR, Ii;C. '�� „ A�� .,�.� �� Mark S. Gronberg, F'.:•.� � € �;�.., � ;�:, ;.H.. t°` ,� � �;'. * .;� 'A f . _. � . . F�Y�� . ..... . ,� �.h,. . - r l. _ r'R c fi r r'+r>• r . k � ''', 1 ;'1 �, - �w ($ z tt ,r � � - ( t ..< L { . �$ y� Y ,: atik . � ��*n� . � ' '� �i +�) ,� � �� .,. ,'�-�� , y� ' �'�: ' y'i i � �1� � r� `��I f * � � .L...x,.a,�.,.,�..,wst3=i'��•�f�r'�.,�..e_�..�.:�.,,.'g..Su.....» "� f ` ' W y� F n.�. •��1' Y n'I':al...b.� .o- ��? ` �3j�� 1 1 F � u.,u..st"S:+s_'+i�-.s.�d-`u.�-''Z�L'a'4'�fit4.`dr`F�� :.1 � . .. . .. .. . .._.......� .n. -._ n... 4��, ... ...a .�(Ss4% �,Y��/ � �"i.','��: � � .:�'" � ' • , � fi,, * ; , . ,� _ . ;;��y � + ' LOT 29 BLOCY 1 ":I OROivO ORCHARD� HI(3P'�ANDS � � i Percolation Results � i '"' ' Hole No� I'iaterie.l Percolation Rate °�-.""' P-1 Brown C1a 9 Lo an 48.0 2�4.3.n./Inch � , `1 ��`;� P-2 ��o�n �3a� Lossn �.� {{,� ,t,_i P-3 filack �oam , 4�.� , .'�;'E; P-4 Black Loe�zn � 4�•� �;,�.. `�:' P-s B�,ack Clay Loem 80.0 �.,. � - � t��.;,�,��, ! r..5 Blac�: Loam 30.� �' F�� s i `�� , � minute s e r inch, t •.��ie avera�e perc_,].�tion rate is L�,,7 p � �� "� �.`", �� ;( � " �� '� �;'�� Soil Borinqs :�� {;��, ' „ .sp��'f .'�� S�B• 7 1 y��+7:'Y� � De�th(ft ) N:ttari gi {+��;��, � • {��"k 7: ! Q�Q_2�� Dl<, B1'21, SSI1C1� I,08I►1 ��:��°si.�v� � 1 1� iit3 . `"t' ?_.0-3.5 Bl�ck Loam ., ,�� ° �� .;�� 3.5-4.5 •��.�ck Cle� Loam ` "` C 6 0 G��, Clay Loam r" �.s7� s la�- . .: �� l:ottled soil at �"-� fe��t and water table at 7.0 Peet after ?1}. hrs. „� �� . , � � ,{��t;�� 7�t;��J}�.'d,. � S�B� L f.�q i} 4�;�,,� Depth(ft, ) 1fr�terial � .;�� - a � _ O,C-2,0 Dk. Ern, Sand� Loam ..,�Y�" ��,� ��_, 2.�'3.3 Blac'� Loam iFn"y�, y � 3�3"��7 B_!-3'.'.}C Ci�..&3� Z�OQITI I �;:�� ' l�-.J-7.� G-•a� Cle� Loam ;,� �.. ': � ��: . ��-��"�`�:; 1•iottled soil r�t � fvet and no ?aster table sfter 2J.�. hrs. �3 v s(�'��,;�� •� .�� , j f;`ek '�� S��• i( ` ':i '� - Depth(rt, ) 1•:r�.terial >: � � �,�-1,� D,�.. Brn. Sandy Lo�:.m �a ` 1.g-3.� B�.ack Loam -� �� ,p..5.0 Black C1,av Loom -� �> � ' l�later tpblo at 3,5 reet cer 2L� hrs, %A� i�^ I:S M�� , f �"` '� � Qe++'�° .45�"�'�'�... . �S� + y� j } '� .� � f��:!y. �S �ii�..`„"rF,lpGe�++r3�L•A"��'�e9R"�""�°""�"�'T�.'"as{ _. ��"�.,t°°5� �� , � .� �R j. �� .,�rKt�sc�Y,x-yj�r��,t�rZiSx�}� .�� r��,�pr.�,�.- �1�.-': ¢��r7"7�� i..r 1 i ¢.. _ s .'.:'#:�,. c�„�'�..b.e.R°`�3�fi:'��9��kr:i� ��v:�F:9.,�n�ia:.��.9�� .��i"��i-.'��'."..'k'�� . . �.. .. .. . � �'.� ti��w�iX i ' ��i z *t'1. ''x �.! a�` '��.•-�S ��i"'$L r r yr^� €�" :r �` ��'�`�y',ti,P �`, �e�R r��Z'k.��'��r 's3�' y�Y,�' � �{� a[ �,y � �s, �k�'+-, ��,��' � ;:�.'��» r x� f�;, a� ��"�'r Qb t�it�,^�� s',; ,,� �: „e `,�, � r'� i a "'+' ,'t�tr�it�9'�.r�� t` ,�iiy Ti '� .��y sy}",i �.,. �c�v;�.� { .. �a,.. q � ,t' x� 1 1 ��ti. � y� ,,, r �� ,.t's.�K�'>. ,'. �4�n��2'4 k+'`�d•F�.j�� l:�.'�:. ��, ' �.. +' . . . ' . � `�, .� � � E 1 � .., : r �,l � � �� -. 9 �"� `t� j�� .Y ��'< �r yl y7* � ,"K��k 4�S 'yf� yp.. . . �:� ' d � ' ._ . . _. _. .._.r..r. ,� � ._., �� .�'r _ .... . '^' . ,.s a.u. a'.a '�-� L i k�.+ `l�+.k'.dw+aKi` j F . . .._._...� ............. .... ._ hpe� r. ;V.' t� . � _ ,.- ` . . ., �...,....- . -- _ __ . . _ _ .,. -.. � ' w ` j; !y cas � , • � t � '� f J�'�. '�' Lot 2, �11�ck 1 � ..�.;: � fl `,r'Yt X;� � ;: s�r .I OROI?0 OR�HIiP,DS EiQi-�AIv'DS k;f�� ;�..�: � °� , .� Sy�tem Desi�n j ,� � : ,�,� ` 1, Percc+lation Rate, �ype af System. ��'"a i � l.a.g.7 m�inutes per• inch. Shallow. Trer.ch Systom. � � `�� n�"=� 2, Proposen Flow R��tee . � -- `�'� " .��i }�, bedreoms C' 150 G.F.D.= e00 G.P.D. r ��;.5 a �'�'� c� �`� �� o�� 3. Tree.trr�eiit .�T`8£'. :r'Ll] i eCl. � pt r 1320 SC3 ,� � � �"a.s�,;�! , rt, ef trea�.nent area is required. �`�' 4� ,,��'��'' 1{.. Si ze an� ��.z�'nb�=^ of Trenche s. ,,�.�.. � _ � '`''`' � l{. tranches ; f<<`� �•'�de and 110 feet lon� would yield 1320 Sq. Ft. a;y�.=- ,A � 5, Dreinfield Roci: Rc�uired. �r�s.' �" Q. q , ;i y `' S tons) is needed to have 6" below and 2" 4,,, cL.b_.c ard� (5C, �;�;� Over a 4rt diSL��.bution p�pe. $�� y� S� be .�epti0 �8Z1�{5•' '��' t�"r� �,.�o soptie tank.� each of i000 �allon capacity are req�ired. I .t � .G . � ' � i�' 1 3+�y:'Z�-t .k.-. 4 .�� '�( � 'R'X��„C�`p.W`7�.. �9-i.::��'�4*��'.�;'t " :x��?;?�?t�-' ;aP�....i};.�+^,�n:•i` y$Y� Y� y"r�� `� :.�i��;a�`?:s; f {`��: (.�^��,pA'�'&.r ��5�,n�t� s;,lr� t4.rC . Y'3t � .,�.k =SF;� ; �FF� � � r�6i i-:{ „f.r,,,'.-y • .j � { 9 r ,,'� I M.. t N +. : i ( v, ,,. ,,. 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CJ FRAMING � `yqT�R HOOKUP ❑ LAKESHORE/WE�LANDS �, � p INSU�ATION 0 METER SETfTURN�N O LICENSING , ❑ WALL BD. p EWER HOOKUP O COMPLAINT i ��.f . ";, � w O FINAL O FOLLOWUP ( � � ❑ PROGRESS �EPTIC INSTA�L. p SEPTIC FINAL �`.K ? p SEPTIC MA!N"' � k_a Q ❑ DENOL � .,i;�,9 � p FIRE PREV. O NIELLTEST PUMP ' � � Q n { �'� 2 ,��EG4 s� — � �, ' ' `� COMMENTS: � — D�D I, �,,; F �. � ' , � � �r�.► ��-�N ��c� � - . , - �l� �" ` � j r _ _ /.cT�� D - oN � i �.. �Y t ... J f � � . �� a ., Q � j Y < y� } � . � � �� f . . . . .. .. _ N. J� _Y ,• � a � ' ' . _ , , � J _ �0 � � f _ ti�`� O � . - . N! �� ' t �� .. � �� .. � . . f •. . � O i ' . .. �� . Q{� — I'I' ' � � .. 'i ~ .. l � � . . .. � Y , � ��;,��r - . i � ._��=-- � ( '.. 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