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Home My WebLink Aboutseptic info . � SEPTIC SYSTEM INVENTORY Site Address: 30 Myrtlewood Rd P�D: 3611823330011 Owner Name: Lori F.&Bruce L.Paulson Owner Address: 30 Myrtlewood Rd Wayzata MN 55391 Building Type: residence Installer: Date of Permit: 8/9/54 System Type: standard trench BRs Designed for: 4 i In Musa?: No Shoreland?: » �^� ' / SEPTIC COMPLIANCE INSPECTION � � ` Report Date: � � Compliant?: Expires: � � � Non-Compliant?: Report in Street File? \� T SEPTIC TANKS Material: concrete block Capacity: �� Tank Filter: � DRAINFIELD Treatment Area Soil Boring: yes DF Ht above Wt: �! WELL DATA Setbacks-Well-Tanks: 50 Well-DF: 50 Report in File?: � Depth: 222 INSPECTION RECORD PUMPOUT RECORD Date Description Date Gallons 5/14/80 no surfacing 10/09l86 800 10/03/83 1st tank needs riser 10/10/86 800 7/1/85 no surfacing 04/17/89 800 10/10/86 pumped#3 clean 08/17/89 800 7/6/90 no surfacing, need risers 10/02/90 800 4/17/91 DF located 11/30/90 1500 10/22/92 no surfacing,need risers 08/24l93 1500 8/2/95 no surfacing 08/28/95 1500 10/26/98 non-compliant replace by 12/31/2008 05/22/98 1500 7/19l00 non-compliant replace by 12/31/2010 12/03/04 1500 8/26/02 non-compliant replace by 12/31/2010 09/12/07 1500 09/01/04 Non-compliant,replace by 12/31/2010 � /� ,�-N�� I�P, y �J � t_\ \ '......,,...,:.....,... " - � / �_ ✓ � / T� ' � Ti � � � � � �� / � . � \ � C 7; ��o a3C� �a 3�U �6'D T ,D� �� '� "3� %+�7� ��zv�:,^�a 'RC� � �;«� �� "C�� 5�0 �CL,� Qt.y� ��K �.` L�✓rao.ti?� Cr�� F:�� _~—'r....�--_'.�..""� �� t:�� i:a` \ f� � ! .. . . ; �jr�>u�l-� �;��..._._._. � � , < � � t � , _ � � � ` � /� F��y S��..� c�i�y w��( 'W`.µ� }tt�Cr� w:�� w¢;�".''- -_- _�1 , , � , � • � • C�� Ol i�lhf�� ,� i,,i;th t c-[e� w"�� ; ' � � , � � , �- / .`��z,N'tf �ht,..��r �F � - �.,iv:�Ee� h�.,�4 a� �� `e�� . — ----_. �°� 0 0 �i�::�-:- CITY of ORQNO ,� � ��1��; _ �. c��:; . � ,� , . �ti M�;�,� ot�� , � ::��=� ,� �`�� qsa-a49-y6o 0 �, � ,.,, , Street Address: Mailing Address: `��Hp'¢'� 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 . �0 �, r�r1t.�,.oU� U To Current Owncr: Address. 7 City Ordinance 199 requires that each existing on-site sewage treatrnent system in Orono be inspected every two years. The on-site sewage treahnent system at the above address has been inspected and appears to fail into the categories checked below. SYSTEM CONFORMITY (1-31: � 1 "CODE SYSTEM"An lSTS whic5 meets all the location,design and construction standards of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction 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 i�inent threat to public health or safety. (3 / "NON-COMPLIANT SYSTEM" A prolubited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may v or may�Yot meet all the location,design,or construction stan�rds of the current Orono Municipal Code and which is failing for any reason;and any ISTS with less than three feet of unsaturated soil or sand between ihe dishibution device and the limiting soil characteristics. TANK CONDITION(5-71: � Tank inspection indicates: 5 Pumpout not needed at this time. �Septic tanks must be pumped out this yeaz (city code recommends tanks to be pumped out once every 3 years. Tanlc was last pumped ). Make sure seatic tanks are aumaed throush manhole and not throu¢h white insaection aiaes. This allows for the aroaer cleanins Keea water softner and iron filter discharee out of seatic svstem to arolon¢life of drainfield. Ask uumaer to test alarm float to verifv alarm is still workine in vour 6ouse. The alarm warns owner that seataee is about to backup into basement 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If tanks have not been pumped out within the last three years,they should be pumped out now. DRAINFIELD CONDITTON 8-10 : � - 8 Drainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet. 10 Drainfield.is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 9U days. g:c�� r v r�— C o�.._ 1�,�— �— t�.�S•j— �i ('( I e,f��/ COMMENTS: �s I�/ � P � �� 'L=�1-"Lo� v � a��--vy �'� �'�� 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 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 unc�r current conditions based on the available igformation. � o� .:� o o�?, . ��:=��-� CITYof ORONO �� ,�.�� +� � ..�.� P� r�� ' ��h"��, ti, biunicipal Offices , .if 4it��j_'�+ � e ��:; �f�A`� - ' Street Address: ��q�, �.,�i��g�Y Mailtn�Addnuc EgK 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323•0066 . 95a-�4q-y600 To Current Owner: Address: �� M r +1 e � oo U I�tl - City Ordinance 199 requires that each existin�on-site sewaae treatment system in Orono be inspected every two years. The on-site sewa�e treatment system at the above address has been inspected and appears to fa11 into the categories checked below. SYSTEM CONFORMITY (1-3): 3 1 "CODE SYSTEM"An ISTS which meets all the location,daign and construction standuds of the cnrrent Orono Municipal Code. 2 "COMPLIANT SYS'I'EM" M ISTS which dou not meet all the location,design and conswcdon standards of the cuaent Orono Municipal Code but doa meet the three foot separation requirement or two foot requinment foc systems installed 1996 or earlier,and which is not failing or �� an imminent threat to public health or safery. , (3 J"NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-ycar flood plain.any ISTS which may �� or may not meet all the location,daign,or conswction standards of t�e current Orono Municipal Code and which is failing for any rcason;and any ISTS with less than ttuee feet of unsaturated soil or sand benveen the distribution device and the limiting soil eharacterisdcs. TANK CONDITION(�-.7�: 6 Tank inspection indicates: . 5 Pumpout not needed at this time. 6O Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years. Tank was last pumped S c'�.- �'15S l. �Iake sure seatic tanks are oumoed throuQh manhole and not through white insnection pipes. Thts allows for the oroaer cleaning. 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. DRAINFIELD CONDITION ��Q : � 8 Dninfield is dry,no surfacina evident. 9 Some evidence of surfacing,not critical yet. � 10 Drainfield is saturated and visibly dischazgina untreated eftluent to the surface. Contact the City Inspector � immediately.Repairs must be completed within 90 days. CO��NTS• D�ca;c.C'c:e\� �S Oc�- v� I;n�.fi c��fJ � �,US�r- b�. �Q. 1�.tc _ 1�=�� —>-d �C� , v�- ��,KS �� e h�v C o r b•e,� ��-- � �,,., :,, �S�- �ar 5 � � -�-�-O a. �A�C Date of Inspcction Matt Bolterman- Septic System Inspector Note: In the event that this inspection rcport is used to satisfy the requirements for a mortgage or other transfer of property.be advised that this rcpon doa not guarantee or certify that an existing system will continue to furtction properly.but is me�ely an opinion ofthe adequary o[the system under eument conditiont based on the available information. 1 . � �—P T�ST�� 1��. 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 �� June 7, 2006 � ' �'�►«�rrw.��Mr�.�► �� Bruce 8� Lorri Paulson ��M��aMtwR 30 Myrtlewood Rd. y,�„�,�,�,,��„�y,�,�� Orono, Henn. Co., MN ��.w1� The existing on-site sewage treatment system located on this property is classified as non-compliant by the City of Orono. The existing tanks are on record as being block type which are also non-compliant. At the time the new system is installed, the tanks will need to be abandoned, pumped 8�filled with soil & new tanks installed. Soil borings & percolation tests were completed locating a proposed & alternate on-site sewage treatment system area for this property for an addition to the garage. Both sites will require a pressurized mound system for treatment. The proposed site is on a 6% to 8% slope &the alternate is on 6°to to 10% slope. A design will need to be completed prior to the system being installed. °`��,,�s% . ��'� ' Steven B. S�chirmers 1 ' �7-P TESTINGy �NC. 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 LOGS QF SOIL BOR�NGS Bruce � Lorri Paulson 30 Myrtiewood Rd. Orono, Henn. Co,, MN Borings compieted on 5-30-06, with a hand bucket auger. BORING NUMBER 1- EIev.104.5 - MOTTLED SOIL AT 22" - no standing water present in boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 14" Gray brown loam 10YR 5/2 14" - 24" Yellowish brown clay loam 10YR 5/4 24" - 32" Rusiy yellowish brown clay loam 10YR 5/6 - mottles 10YR 7/1,6/8 32" - 44" Rusty pale brown clay loam 10YR 6/3 -mottles 10YR 7/1,6/8 44" - 48" Rusty pale brown loam 10YR 6/3 - mottles 10YR 7/1,6/8 .�ORING NUMBER 2- EIev.104.5 - MOtT'LED SOIL AT 22" - no standing water present in the boring. 0 - 8" Topsoil dark brown loam 10YR 3/2 8" - 14" Gray brown loam 10YR 5/2 14" - 22" Yellowish brown clay loam 10YR 5/4 22" - 38" Rusty yellowish brown clay loam 10YR 5/6 - mottles 10YR 7/1,6/8 38" - 44" Rusty pale brown clay loam 10YR 6/3 -mottles 10YR 7/1,6/8 44" - 48" Rusty gray brown silty loam 10YR 6/2 - mottles 10YR 7/1,6/8 BORING NUMBER�- EIev.102.0 - MOTTLED SOIL AT 18" - no standing water present in the boring. 0 - 6" Topsoil dark brown loam 10YR 3/2 6" - 12" Gray brown loam 10YR 5/2 12" - 18" Brown clay loam 10YR 5/3 18" - 28" Rusty brown clay loam 10YF2 5/3 - mottles 10YR 7/1,6l8 28" - 36" Rusty pale brown clay loam 10YR 6/3 - mottles 10YR 7/1,6/8 Soil borings cont'd. �ORING NUMBER 4- EIev.101.8 - MOTTLED SOIL AT 26"- no standing water present in the boring. 0 - 8" Topsoil dark brown loam 40YR 3/2 8" - 12" Gray brown loam 1 QYR 5/2 12" - 18" Brown clay loam 10YR 5/3 18" - 26" Yellowish brown clay loam 10YR 5/6 26" - 36" Rusty yellowish brown clay loam 10YR 5/6 - mottles 10YR 7/1,6/8 36" - 44" Rusty pale brown ctay loam 10YR 6/3 -mottles 10YR 7/1,6/8 44" - 48" Rusty pale brown loam 10YR 6/3 - mottles 10YR 7/1,6/8 �ORING NUMBER 5-EIev.104.5 - MOTTLED SOIL AT 26" - no standing water present in the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 16" Gray brown loam 10YR 5/2 16" - 26" Yellowish brown clay loam 10YR 5/4 26" - 32" Rusty yellowish brown clay loam 10YR 5/6 - mottles 10YR 7/1,6/8 32" - 40" Rusty pale brown clay loam 10YR 6/3 - mottles 10YR 7/1,6/8 40" - 48" Rusty gray brown clay loam 10YR 6/2 -mottles 10YR 7/1,6/8 B�RING NUM E�3 R 6_ EIev.102.3 - MOTTLED SQIL AT 24" - NO standing water present in the boring. 0 - 8" Topsoil dark brown toam 10YR 3/2 8" - 10" Gray brown loam 10YR 5/2 10" - 24" Brown clay loam 10YR 4/3 24" - 36" Rusty brown clay loam 10YR 5/3 - mottles 10YR 7/1,6/8 2 CERTIFICtATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc. on 5-31-06 starting at 11:25�m. Test hole location Paulson�3. 0 nZyrtlewoo RV,., Orono. Test hole numberl. Date test hole was prepazed 5-30.� Depth of hole bottom 1�inches. Diameter of hole�inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoii dark brown loam 10" - 12" Gray brown loam Method of scratching sidewall is knif�. Depth of gravel in bottom of hole is�g. Date and hour of initial water filling 5-31-OS, 11:OOam, Depth of initial water filling is 1�jps�above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si�Lon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes r inch Remarks 11:15 refill 6 11:25 11:55 6 3-3/4 8 30 min 12:02 12:32 6 3-3/4 8 30 min 12:33 1:03 6 3-3/4 8 30 min Percolation rate=$,!lxninl�tes per inch. CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TE5T DATA SHEET Percolation test readings made by S-P Testing,Inc.,on 5-31-06 starting at 11:26am. Test hole location�Paulsun,30 Mvrtlewood Rd.� Orono. Test hole number�. Date test hole was prepared 5_30_06• Depth of hole bottom 1Z.inches. Diameter of hole�inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 8" Topsoil dark brown loam 8" - 12" Gray brown loam Method of scratching sidewall is k i�. Depth of gravel in battom of hole is�insh�g. Date and hour of initial water filling 5-30-06, 11:OOam. Depth of initial water filling is 12 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si,phon, Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes r inch Remarks 11:15 refill 6 11:26 11:56 6 3-1/4 9.2 30 min 12:01 12:31 6 3-1/4 9.2 30 min 12:34 1:04 6 3-1/4 9.2 30 min Percolation rate=2,2�minutes per inch CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Te�ting}Inc.on 5-31-06 starting at 11:28am. Test hole location Paulson;30 rtlewood Rd.� Orono. Test hole number�. Date test hole was prepared�5_30_06• Depth of hole bottom 12.inches. Diameter of hole¢inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 6" Topsoil dark brown loam 6" - 12" Gray brown loam Method of scratching sidewall is 1�if�. Depth of gravel in bottom of hole is�ip�he�. Date and ho�tr of initial water filling 5-30-06, 11:OOam. Depth of initial water filling is 1ZJu�h�above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic sinhon. 1Vlaximum water depth above hole bottom during test is�inches. � Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes r inch Remarics 11:15 refill 6 11:27 11:57 6 4-1/8 7.3 30 min 12:00 12:30 6 4-1/8 7.3 30 min 12:35 1:05 6 4-1/8 7.3 30 min Percolation rate=Z�minutes per inch. CERTIFICATION N0.627 STATE LICENSE N�.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P TestL,g; nc. on 5-31-06 starting at 11:28am. Test hole location Paulson,30 Myrtlewood Rd. Orono. Test hole number4. Date test hole was prepazed 5_30_06• Depth of hole bottom�inches. Diameter of hole�.inches. SOII.DATA FROM TE�T HOI�E DEPTH,INCHES SOIL TEXTURE 0 - 8" Topsoil dark brown Ioam 8" - 12" Gray brown loam Method of scratching sidewall is k�if�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 5-30-06, 11:OOam. Depth of initial water filling is 12..in�above the hole bottom Method used to mainta.in at least 12 inches of water depth in hole for at least 4 hours is automatic sinhon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes �inch Remarks 11:15 refill 6 11:28 11:58 6 41/4 7.1 30 min 11:59 12:29 6 41/4 7.1 30 min 12:36 1:06 6 4-1/4 7.1 30 min Percola.tion rate=�1_minutes per inch. _ _------___._,` .� � 97,4 • ; ,a, , '�� ;� T�r��. �, I— � �� ,:v, /, —; � i, 'K` � .,� _� � ' D � ��:� �.i. .M _ '. � .y� � :I ' Y.� 'rcJ�v , , I�� I '�', �� -��— \-�3=�; ��, _ � i1_ . 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Y. i �o�.i q3�� ,�`. � — , `°;.� / ' � � the NGmtsda Pd(u!�qn Coc��ol A„�nc�r , . �/ ' ` ^J�; K �" ,D�� '; x ,, � �� '°�' Chapter 7080 & Local Ordinance �, � _ , \ ,,� � ro-�.3 . ^__ I� ��zE r c _'� _ .��E,..S'�� E C1�.f ,Jc;��t � '..;_,_- ��`\ ��'"1 /�� }x\ ��5�f-��-5�- u d tilities � / � s - �� _ ,,, r.. �_�.�, / - i � 6i.�E -,�,,��T�r, Check� a11 undergro n u � �� ,1"• " -- �_ � „ �-=�«i't',1 lo4,q j ;� E . - �� ... �._ _ _ , - .. . , : J � ___ _ x -;.. , � , �,�.�r � ��i , ..y,,��. ,.% �.� X ,� / �Rnr oF� rz,z � � ,,.� �, `,/ � --- � T ' �i.� !�^';/ �"'. ' � , ' , s-P rEsrinrc��rc. , . . ' -2.��.��r,, . [kvgned 8r= � �"'��. —_ ' . Dc�:c=_//_ Pt{763-497-3566