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Home My WebLink Aboutseptic info Minnesota Pollution Compliance Inspection Form Control Agency 520 Lafayette Road North Existing Subsurface Sewage Treatment Systems (SSTS) St.Paul,MN 55155-4194 Instructions on page 7 Parcel number: 2611823320012 For Local Tracking Purposes: System status: ® Compliant ❑ Noncompliant (based on all compliance requirements) Summary Form Property Information Property owner name(s): Daniel&Rebecca Bolgar Property address: 1560 Tanglewood Road,Orono, MN 55356 Property owner's address(if different): County: Hennepin Property owner phone: 952-476-0676 Permitting authority: City of Orono Date system constructed: 6/13/79 Reason for inspection: Property Transfer System Description Approximately 2-1000 gallon septic tanks, 1-800 gallon lift station and Approximately 500 square feet Brief system description: of mound rockbed as per city records. Local permit number: Number of bedrooms: 4 Design flow rate: .83 Is the system: In Shoreland area? ®Yes ❑ No In Wellhead Protection Area? ❑Yes ® No An U.S. Environmental Protection System serving a Minnesota Department Agency(EPA)Class V Injection Well?❑Yes ® No of Heath(MDH)licensed facility? ❑Yes ® No Compliance Status(Based on state requirements—additional local requirements may also apply.) Based on the information gathered and reported on attached forms,the compliance status of this system is(check one): ® Certificate of Compliance—valid until(3 years from date of report): 10/9/2010 ❑ Notice of Noncompliance-For Noncompliant systems: The reason for noncompliance is.- This s:This noncompliant system is classified as(check one below): ❑ Imminent threat to public health&safety ❑ Failing to protect ground water ❑ Not in compliance with operating permit Certification (Completed form must be submitted to the local unit of government within 15 days.) I hereby certify that all the necessary information has been gathered to determine the compliance status of this system. No determination of future system performance has been nor can be made due to unknown conditions during system construction, possible abuse of the system, inadequate maintenance, or future water usage. Name: Joseph J.Olson _ Certification number: 1255 Business license name and number: Rusty Olson's soil and perculation testing Lic#810 or Name of local unit of government: City of Orono Signature: _ Date: 10/09/10 _ Required Attachments Inspector Complete:This Inspection Report is pages long. Check compliance forms attached: ®Hydraulic Performance ®Tank Integrity ®Soil Separation ❑Operating Permit Form(if applicable) ❑System drawing/As-built drawing []An assessment of any local requirements that are different from what is required on this form ®Soil Boring Logs []Abandonment form(if appropriate) ❑Other information(list): Upgrade Requirements(derived from Minn. Stat.§115.55)An imminent threat to public health and safety(ITPHS)must be upgraded,replaced,or its use discontinued within ten months of receipt of this notice or within a shorter period if required by local ordinance.If the system is failing to protect ground water,the system must be upgraded,replaced,or its use discontinued within the time required by local ordinance.If an existing system is not failing as defined in law,and has at least two feet of design soil separation,then the system need not be upgraded,repaired,replaced,or its use discontinued,notwithstanding any local ordinance that is more strict. This provision does not apply to systems in shoreland areas,Wellhead Protection Areas,or those used in connection with food, beverage,and lodging establishments as defined in law wq-wwists4-31 Compliance Inspection Form for Existing SSTS 414108 Parcel number: 2611823320012 System status: ®Compliant ❑Noncompliant (as determined by this fort) Hydraulic Performance and Other Compliance Compliance Issue#1 of 4 Date of observation: 10/06/10 Reason for observation: Property Transfer This far expires upon next inspection or in three years,whit hem occurs first 10/06/13 Compliance questionelcriteria: (Required) Verification Method': (Optional) Check the appMpnate box (Check the appropriate box) Does the system discharge sewage to the ❑Yes ®No ® Searched for surface outlet round surface? Does the system discharge sewage to drain ❑Yes ®No ❑ Performed hydraulic test file or surface waters? ® Searched for seeping in yard Does the system cause sewage backup ❑Yes ®No ® Checked for backup in home into dwellingor establishment? ❑ Excessive ponding in soil system/l)-boxes Do other situations exist that have the ❑Yes ®No ❑ Homeowner testimony potential to immediately and adversely impact or threaten public health or safety ❑ Examined for surging in tank electrical,unsafe covers,etc.)? ❑ `Black soil'above soil dispersal system Any"yes-answer indk otes that the system is an imminent threat to public health and safety. ❑ System requires"emergency"pumping ❑ Performed dye test Does the system pose a threat to grand ❑Yes ®No ❑ Other waw fa'any corm deemed non- protective determined bythe Wes-indicates that the systema failing to protect ground watt.If"yes';describe the condition noted: *No standard protocol exists. This list is not exhaustive, in sequential order,nor does it indicate which combinations are necessary to make this detemdnation. Cert fication This form is to be completed and attached to the Summary Form of the Minnesota Pollution Control Agency's(MPCA)Compliance Inspection Form for Existing Subsurrface Sewage Treatment Systems_Observations.irrtdarpretations,and conclusions must be completed by an inspector Completed form must be submitted to the local unit of government within 15 days. Property owner name(s): Daniel&Rebecca Bolgar Property address: 1560 Tanglewood Road Orono,MN 55356 Property owner's address(if different): County: Hennepin Phone: 952-476-0676 1 hereby certify that I personally made the observations,k9erpretalions,and conciumons reported on this form and that they are corect Name: Joseph J Olson Certification number: 1255 Business ficanw name and number: Rusty Otsat's soil and perc ulation Ming Lie#810 or Name of local unit of government City of Orono Signature: Date: 10/09/10 wq-wwists4-31 Compliance Inspection Form for Existing IM 414108 �.rc-•r/r-r uvc P.i Compliance Lwue #2 of$ s t o 'i4Faa0ir �+&='.wt'ei,iii Lif'svi aSii�i;: - 1�� :.''.. � '�•':.�.t! '�v..5•'t ' i 1 L, COMplknce ea#foWOdW.W (Requlred) vermcattat2 Method":JopUonsl; t ho&t ie sppqu bqx) Dttes•the s;t�tetn r-Mewar a-sea age Prim i f1'i Yes r1h No ,� Fttlb�iv,^=;t bt .';t:. . Do any setiiit8':R71(8)ta$k;wis�v«cc;; } t"�Y L� Ol�erted iml fr�trid le`riei s�gL+3fTtlK n. ►g L yJ c G EXe!!'1i ie�d b6t smiufl records t- tiots,1duriffy auhich sewouet Eur rhed am3�r(surnped)tank Pr]L D.SsSti Aty/`yaea sw-w&Gbbt.-aV� l�&w-% ..fityto Prof-cfD seepage pits rnstst'tng 701902M may be aompilent V.allowed El Our 191 grdinae by loCef parmams euthortly. "No st811GsrGplGtoti'anot exlratiat?it�in ' - segasdtel wdter/ndots fndixts vomWne!rons Saffsky Check i. 1iF� In131fi80SItaB ht}tt3 euttties U'ist i 15ij,-ii at;itlti.tail+ t ;u Gt Strti;tiii �:rf}wi? vg`. !q0 Z. WGM lil ttlelntena ws hole otftls rep[aosd in a secured mar>rlat'(e,94 all acnm replaced}? $s 034d itici 3. ' Woo 2owntlaty==z re9Udt*WMnt(wWy pm_.s000nd Ivor.or sof*rs i—ti>$t'tiy rai=mindetl. ❑Yes `�#0 4. VANcry cam:ae�r.'la�".t::y,:.:,w.._�::? i�Yee t�No . �!:t-8rt ftlttl3Fl�errt mai is ptigr7t:snzafvr ar�tT Oxy. . itllS tai rtl stn 3ie comtlie'teti S,itt$t cir3t; �' iMvmary Far aai 4ll -Mmaiot Pmt. er=C:4::t~`'?ve"c',►'a r,n('; �-Dampliance IIiS��4'ai*tvrT74.�:��'-'S�2�.2I�?C9�!►�Ag+_�T!!1?�tt3T+�'$�S''setZt9.f�b,REtrYB'ctiOns,ir$'8t�€;6'�$�n8r 61��t��tilt!$#be comply ed.by meitriaitler,or starvtes pmmAder.Completed Tam rnust be stit:nftjt c h the load can't of govwnment vrtll'0rt Pmoift t z �.�►°=,mss:_ . 1.�"G v •-t-�a .y��,,� �:d .� a a�,�� .: - ,._.._. - v - f �>'O�>aS 8t7CliffiS{•tf ijjC _- Ct>nitlly: .r f� �•-•Y�.�- r- Phony I hOMWOeW char f pemneffy•itmda the abselve tWar t &7wa rams,sad cLwcJuWLk-°f ftipoPW/rl Lits/v�"=0--4.�tgit�e�ere _ SoVivan earacstlon nwiber: -zW 7-�a Bsiiiiie7tatBCenss'na+'rnswa3 rur•-:asr_ �+.��t�;r��"�r` �j„��,�Z._ •r�-...-...---�.�2�-s- or t+lerttie of tmli ofM, / 017 FOM, �OT'&I'3IM-3 3.�. wq-w►vvscs4-�T .� GcrnpltEtfr•:�ftlsp�ti j `- - .tY!lA! Parcel number 2611823320012 System status: ®Compliant ❑Noncompliant (as detenWned by this form) Soil Separation Compliance and Other Compliance Compliance Issue#3 of 4 Date of observation: 10/06/10 Reason for observation: Property Transfer This information on this form does not expire. Compliance questions/criteria:(Required) Verification Method'*: (Optional) Check the appropriate box (Check the appropriate box) For systems built prior to April 1.1996,and not ® Conducted soil observatio (s)(attach boring logs) located in Shoreland or Wellhead Protection Area or not serving a food,beverage or ❑ Two previous verifications(attach boring logs) lodging establishment: ❑ Other Does the system have at least a two-foot vertical separation distance from periodically saturated soil or bedrock? D Yes 0 No For non-performance systems built April 1, 1996,or later or for non-performance systems located in Shoreland or Wellhead Protection Soil observation does not expire.Previous observations Areas or serving a food,beverage or lodging by two independent parties are sufficient,unless site establishment: conditions have been altered. Does the system have a three-foot vertical separation distance from periodically saturated soil or bedrock?' Yes No For reduced separation distance systems(i.e., °performance°systems under old 7080.0179 or ` May be reduced by up to 15 percent if allowed in local Type IV or V system under new 7080.2350 or ordinance. 70802400): "Alo standard protocol exists. This list is not exhaustive, Does the system meet the designed vertical in sequential order,nor does it indicate which separation distance from periodically saturated combinations are necessary to make this soil or bedrock?' Yes No determination. Any"no'answer Liar that the system is fatting to protect ground water. Certification This form is to be completed and attached to the Summary Foran of the Minnesota Pollution Control Agency's(MPCA)Compliance Inspection Form for Existing Subsurface Sewage Treatment Systems.Observations,interpretations,and conclusions must be completed by an inspector or designer.Completed form must be submitted to the local unit of government within 15 days. Property owner name(s): Daniel&Rebecca Bolger Property address: 1560 Tanglewood Road,Orono,MN 55356 Property owner's address(d cWer ent): County: Hennepin Phone: 9512-476-0676 1 hereby certify that I personally made the observations,interpretations,and conclusions reported on this form and that they are correct. Name: Joseph J.Olson Certification number. 1255 Business license name and number: Rusty Olson's soil and perculation testing lac#810 or Name of local unit of government City of Orono Signature: Date: 101139/10 wq-ww1sts4-31 Compliance Inspection Form for Existing SSTS 414108 Logs of Soil Borings License#810 Location or Project: 1560 Tanglewood Road Borings made by: Rusty Olson's Soil and Pere testing 10/6/2010 Classification System: AASHO USDS-USDS-SCS X ; Unified ; Other Auger used (check two): Hand X�or Power .Flight,Bucket or Probe X Bench mark is top of basement concrete slab. Elv.100.00 Assumed Boring Number–I—Surface elevation_100.3 Mottled Soil at_1.8_feet 0"-12"Dark brown loam 10yr3/2 H2O present at X 12"-16"Brown loam 10yr4/4 16"-22"Brown loam 10yr5/4 22"-30" Rusty brown loam 10yr5/4 Boring Number 2 Surface elevation_101.1_ Mottled Soil at 1.7 feet 0"-12"Dark brown loam 10yr3/2 H2O present at—X- 12%20"Brown loam 10yr4/4 20"-30"Rusty brown loam 10yr5/4 TBM:Top septic tank manhole cover Elv.-100.00 assumed Bottom of rock Elv.-95.9 Original grade Elv:94.7 There is 1.2 feet of sand under the rock 14 �J 7 h SB2 o� qz10 'p 65'6 T3 M4 Sg0 7/ D CITY of ORONO Municipal Offices G~ Street Address: Mailing Address: �9kESTrIp¢ 2750 Kelley Parkway P.O. Boz 66 Orono, MN 55356 Crystal Bay, MN 55323.0066 To: The Current Owner of Address 1 '57� A -4jeC,-qx-4 City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a periodic basis. The onsite sewage treatment system at the above address has been inspected and the following is known about the system. A sketch of the known components of the system is available for most properties at the Orono City Hall. Imminent Public Health Threat Yes No If yes, please contact the Onsite Systems Manager at 952-249-4626 within 10 days of receipt of this notice. The septic system must be brought into compliance within 90 days. Failure to do so will result in referral to the City Attorney for legal action. System Identified as Non-Compliant Yes No If yes, system must be brought into compliance by: December 31, 2007 December 31, 2010 Other Septic Tanks mp out Needed Yes No The City recommends the septic tank(s) and/or lift tank be serviced and pumped out every three years. Citv records indicate the tank(s) were last pumped out on — t 5—COL 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 ')telephone (952) 249-4600 600 o Fax (952)24494616 w'sc'w.cLorono.mmus CITY of ORONO Municipal Offim Street Address: qSa-a►49-y 6o O Mailing Address: O 2750 Kelley Parkway P.O. Sax 66 Orono, MN 55356 Crystal Say, MN 55323-0066 To Current Owner: Address: SlD T CkLn-� 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 ISTS which 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 requireooent for systems installed 1996 or earlier,and which is not failing or an imunne nt threat to public health or safety. 3 "NON-COMPLIANT SYSTEM" A prohibited ISIS;an ISTS located within a designated 100-year flood plain,any ISIS which may or may not meet all the location,design,or construction standards of the current Orono Municipal Code and which is failing for any reason;and any ISIS with less than dare feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. TANK CONDITION(5-7): Tank inspection indicates: 5 Pumpout not needed at this time. 60 Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years. Tank was last pumped, )• Make sure septic tanks are pumped t hroush manhole and not throuth white inspection pipes. This allows for the proper clmnin¢. Keep water softner and iron filter discbaree out of septic system to prolong life of drainfield. Ask pumper to test alarm float to verify alarm is still workine in your house. The alarm warns owner that septan_e 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 CONDITION 8-10 : 8 Dtainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not c ntical yet. 10 Diainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. COMMENTS: a--0 OS_ - 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 catify that an existing system will continue to fimcdon properly, but is merely an opinion of the adequacy of the system under current conditions based on the available information. - 1 CITYof ORONO ' IVIuniclpal Offices - �,}",;,;� gsy Street Address: Mailing Address: E81:I0 2750 Kelley Pathway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323.0066 95d-A49-4600 I To Current Owner: Address: 1560 Jeo,uky.y o J 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 ISTS which meets all the location,design and construction standards of the current Orono Municipal Code. 7� 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 imminent threat to public health or safety. 3 'NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a dcsignated 100-year flood plain,any ISTS which may or may not meet all the location,design,or construction standards of die 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 the distribution device and the limiting soil characteristics. TANK CONDITION(5-.7): 6 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 rd-10 -q Lk ), Make sure septic tanks are Vumped through manhole and not through white inspection Vines This allows for the proper cleaning. 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. DRAINFIELD CONDITION -1Q : 4)Dninfield is dry,no surfacing evident. 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. CONBENTS h-,t L c�,C) `o ckS U K _ pV S{ 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 under current conditions based on the available information. ;moo 0 0 CITY of ORONO Municipal Offices Street Address: Mailing Address: �:'�kEggOg' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323.0066 June 20, 2000 Michael Walker 1560 Tanglewood Road Long Lake, Mn 55356 Dear Mr. Walker: An inspection of your septic system was conducted on June 19, 2000. A summary of the inspection is below. Septic Tank Condition 1. Pumpout needed within one year(last pumpout 8/30/94). The septic system is a compliant system, meaning it meets all or most current City and State Standards. Enclosed is a list of licensed contractors who work in Orono on a regular basis. This list is enclosed simply for your reference in case your septic system needs maintenance in the future. Also enclosed is a fact sheet explaining your septic system and how it functions. Finally, an as-built drawing is enclosed showing the approximate location of the septic system. If you have any questions regarding this report, please contact me at the City Offices at 249-4600. Res a tf it 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 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 location and pumping records. Telephone(952)2494600 • Fax(952)2494616 www.ci.orono.mn.us CITY of ORONO Municipal Offices Street Address: Mailing Address: ' yHp4' 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: I W / ' Address: 1560 Tanglewood Rd. Permit Vs: 5601 Dates: 6/13/79 Contractors: Sullivan (This is [)4] an existing system [ ] new construction) . YSTEM COMPLIANCE (1-3) : 1 Code System: Meets or exceeds current City standards in all respects relating to design, 1 , construction, and location. Appears to be operating properly. 2 Compliant System: Does not meet all current City standards for new construction, but in most respects appears to be designed, located, and constructed in accordance with previous codes and is functioning properly. 3 Non-Compliant System: System may or may not meet current City standards for design, construction, or location, but is failing to properly treat and dispose of the current input; and any system with less than three feet of vertical separation between the bottom of the drainfield and the saturated soil level. (The saturated soil level is )/"] or is not [ ] identified under this septic system. If the saturated soil level is not identified, this classification is subject to revision.) TANK CONDITION (5-9) : 6 5 Pumpout not needed at this time. Solids accumulation in tanks indicates they should be pumped out this year. e 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 tanks are [ ] or are not [ ] water tight or the condition is [�] unknown. If the tanks are not confirmed to be watertight, this classification is subject t revision.) INFIELD CONDITION (11-14) : 11 Drainfield is dry, no surfacing evident. Some evidence of surfacing, not critical yet. Repair is not required at this time. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repair must be completed within 90 days. 14 Drainfield extent and condition unknown. POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc.) : medium COMMENTS: 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 3 feet and the system is compliant. Date of Inspection Se is 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 Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 ON–SITE SEWAGE TREAT1IIi3NT INSPECTION REPORT ti ti �k'ESHO�' Owner• � Address• J( kdo Permit ,1l's: Dates: &_23-77 Contractors: '1T\ City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is an existing system I ) new construction) SYSTEM CONFORMITY (1-3): 1 "CODE SYSTEM11-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 installation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year ftoodplain; any system which may or may not meet all the Location, design, and construction standards of the current City Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand between the distribution device and the Limiting soil characteristics. (The Limiting soil characteristichas or I ) has not been identified at this time. If the limiting soil characteristic has not been identi i , this classification may be subject to revision.) TANK CONDITION (5-10): 27 To* inspection indicates: (`59J Pumpout not needed at this time. Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical level. 'tanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge. 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 pumped out within the Last three years, they should be pumped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): D 'nfield inspection indicates: Drainfield is dry, no surfacing evident. M Some 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 (slope.setbecks.etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table.etc.): JV1 COMMENTS: ate of Inspection Septlf 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 Location and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner CITY OF ORONO O Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 ON—SITE SEWAGE TREATMENT r� �r INSPECTION REPORT 9kEsHo�� Owner• Address: Permit #'s: Dates: �-�z7� Contractors: Sl/�tliAr. City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is&�I an existing system ( ) new construction) SYSTEM CONFORMITY (1-3): 1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 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 installation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which may or may not meet all the location, design, and construction standards of the current City Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (The limiting soil characteristic has or ( ) has not been identified at this time. If the limiting soil characteristic has not been identi ied, this classification may be subject to revision.) TANK CONDITION (5-10): inspection indicates: Pumpout not needed at this time. 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. Yanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed to each tank at next punpout. If tanks have not been pumped out within the last three years, they should be pumped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Drb-Mfield inspection indicates: (l]LJ/Drainfield is dry, no surfacing evident. 12 Some 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 (slope.setbacks.etc.): AX POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table,etc.): 1AX�) COMMENTS .5w4c_J d4SPr Ao , bzL✓2ia2 1 CX UV --viO w Galey—,o low Date of Inspection SeptAc 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 location and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner CITY OF ORONO O Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 a ON—SITE SEWAGE TREATMENT INSPECTION REPORT ti �kES80�' Owner: Inhn 105 Address:_ZA'I:�- � Permit #"s: Dates: !��SZ� Contractors: �� City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is _an existing system E I new construction) SYSTEM CONFORMITY (1-3): "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 which does not meet all the Location, design, and construction standards of the current City Codes, but was installed according to the code in effect at the time of installation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 3 "NON-CONFORMING SYSTEM"-A prohibited system; a system Located within a designated 100-year floodplain; any system which may or may not meet all the location, design, and construction standards of the current City Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand between the distribution device and the Limiting soil characteristics. (The limiting soil characteristic -4 has or E I has not been identified at this time. If the limiting soil characteristic has not been identified, this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: 5 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 pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharige. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed to each tank at next punpout. If tanks have not been pumped out within the Last three years, they should be pumped out now. 0) Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the Last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Infield inspection indicates: Drainfie Dld is dry, no surfacing evident. 2 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope.setbacks.etc.): A&- POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table.etc.): COMMENTS:- ,�lrt �S�ly/YY) .C!e O 0 V2 7 4 Date of Inspection Septic Sys em 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 location and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner NAV ciryoF Joseph Olson D.B.A. oRoNo Rusty Olson's--Soil and Percolation Testing Joseph J. Olson--MPCA License#810 11481 Riverview Rd.NE,Hanover,MN 55341 (763)498-8779 Fax(763)498-8290 October 31, 2013 Dion Buhman 1560 Tanglewood Road Orono, Hennepin County To whom it may concern, I was contacted by Elmer J Peterson Company to design new septic tanks for the proposed new swimming pool addition to the house at 1560 Tanglewood Road.In the city of Orono. The results of the design are as follows. The existing septic tanks are in the proposed new swimming pool area and must be replaced. The existing house has four bedrooms. 2-1300 gallon septic tanks and 1-1300 Gallon lift station are to be installed. The flow line of the existing tank is at approximately Elv.-969.2. The inlet flow line of the proposed new first tank should be Elv.-963.0. See drawing for the location of the new tank. If you have any questions please call. Sincerely, Joseph J. Olson �`-4%ai � 0 I � cx,rn x `i Hoa Sc / � '!�4NK S• � , N6W po c l_ SLAR � \ `va Ptbws�p \ — $opt? to"KS�� t urs t � ' Stale 1 n=ytrj (6 Percolation Test Su, r" 1 ®Soil&ioag 7L?sem ,i ®s+�at MarkI,,Pf Fe7a�a,,x �, j ;Check all undergivund ul.01dos SfRti+UN 7C3n WA LL � \ \`Prooeity,of:LXLq 43u 14 r-,n,,J DaidO llj_ L 3 PH(763)498-9779 Hilsly Olson's soil and Ix=ladon lesling 17(migned s 9,. tt'rk.A }t SITE EVALU�MON Ry%PGRT FOR JOHN DOUGLAS IN ` LOT 30 BLOCK 1, TANGLEWOOD November 1, 1978 As requested, and according to the city of Orono regulations, six pereol,,tion tests and three soil borings Were taken on Cctober 2: -2?, 1978. These tests were taken in the area shown or, the attached drawing because of the necessity to be 75 feet from t';e cre(,'c, and the necessity tobe on a slope of 12 % or leas. :ercolation holes were dui; to a 4�' inch depth being 5 inches in di- ameter, while the soil borings were inches in diameter to an 8 foot depth. All holes were due with a Dayton model 22014C auger. 1 y-! �{ The average percolation rate for the six percolation holes was 115.1 minutes t:. per inch. The water tabl- i'or .ti.+rl was 5.1 feet because of the proximity to a small depression with a perched water table. S.!.fl2 and N3 were farther from the depression and laded eater since the water table ,probably drops da•..m to eventually reach the creek level. S.'3.•r3 uas terminate: at :).5 feet because three attempts to dig deeper were stoprwd tji the presence of rocks at that depth. f Because of the slew permeability of the so.tls in tris area, anc. the lack of v other areas on the loz, -hzit meet the req arec,er.ts for a -lrainfi.ald, it is reeom- mr:nded that sr. innovative mound system be installed according to the city of Orono .regulations. Should any additional information he reedar., please contact me. i 7 a •w : Sincerely, Mark S. Gronberg, P.S. i �M art r 3 i • dT 3 &I GW mCZ)Tslephone 473-7357 CITY of ORONO Post Office Boz 66 Crystal Bay,Minnesota W= Mnnieipw ot6oss CITY On the Morth Shore of Lake Minnetonka • ORONO November 15, 1978 Mr. John T. Douglas 2710 Comstock Lane Wayzata, Minnesota 55391 Dear Mr. Douglas: This letter is to confirm Orono's approval of your proposed septic system for Lot 33, Block 1, Tanglewood. Your design plans and site evaluation report are acceptable. It appears that adequate area exists for future expansions to the system, if necessary, although some trees would probably have to be removed. The proposed drainfield site should be staked off and no traffic,excavation,• or filling allowed on the site prior to t� installation. Topographical conditions may make access to the drainfield site somewhat difficult. I would suggest you contact one or more contractors and discuss this prior to beginning construction of the house. If you have any questions, please call me. Sincerely, Michael P. Gaffron Septic System Inspector MPG:kh t f tk. .Ak kWT 8L4C)Cj . .00 Op 00 i > i;•. �. � ter, -"-�. � . � �`� 1 �1� , .:1 �,� ' •'r. `fir, r+ '. Dates November 1, 1978 I Scale, 1" = loot F = P"colation hole " .- S.B. — r " Soil Boring • . 'xuTM ! a�� y r JOHN DOUG1LAS MOUND SYSTEM L•✓ /1rtr CAA r�OAXit`. .,` Mc Il {,est V A> 2,2 IN T74 Try I Date: November 13, 1978 Scale: 1 in. = 50 ft, P- Percolation Hole S.B.= Soil Baring Wating Contours — — xg- - Proposed Contours _--- R Y •Y r r LOT BLOUK 1, TANGLEWOOD J Percolation Results Hole Ne. Material reroolation fiat P-1 grown Clan Loam 160.0 kin./in F-2 Brown Clay •480.0 P-3 Brown Loam Q-60.0 P-4 Brown Loam 80.0 ;. P�-5 Brown Clay Loam 240.0 y .• P-6 Brown Clay Loan 96.0 The average Fercolstion Rate is 115.2 minutes per inch. s Soil Borings h Deptr(f t.) Material Depth(f t.) Material 0-0.8 Black Loam 0-0.7 Black Loam 0.3-1.2 Gray Black :.oam 8.7-1.0 Gray Black Loam 1.2-2.5 Lrown :lay 1.0-2.5 Brown Clay 2.5-3.5 Brown Clay Loam %.5-7.5 Brova Clay Loam 3.5-P.0 Gray Brown :,lay 'Loam No water table reached within 7.56 Uater table reached at 5.1' after 2.4 hra. after 24 hours. 4y S.B.#3 Depth(ft.: Eaterial r; 4 0-L.2 Black Load 1.261.5 Gray Black Loam 1.5-2.18 Brown Clay 7.ti-3.6 Brown Loam �• r. 3.8-6.5 Gray Bro,.m Clay Loan No water table reached within 6.. ' ; after 24 hours. ?� t