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Home My WebLink About09-22-2021 Septic Compliance ReportMINNESOTA POLLUTION 1 CONTROL AGENCY p inspection re Compliance ins ort form p 520 Lafayette Road North Existing Subsurface Sewage Treatment System (SSTS) St. Paul, MN 55155-4194 Doc Type: Compliance and Enforcement Instructions: Inspection results based on Minnesota Pollution Control Agency (MPCA) requirements and attached supporting documentation — additional local requirements may also apply. Further information can be found here: https://www.pca.state.mn us/sites/defaulttfiles/wc-wwists4-31a odf. Inspector must submit completed form to Local Governmental Unit (LGU) and system owner within 15 days of final determination of compliance or noncompliance. Property information Local tracking number Parcel ID# or Sec/Twp/Range: Local regulatory authority: City of Orono Property address: 300 Stubbs Bay Road Orono Owner/representative: Jonah Burckhardt Owner's phone: 612-910-3877 Brief system description: 2 - 1300 gal septic & 1300 gal pump tank effluent fitter, split rock bed mound syste System status System status on date (mm/dd/yyyy): 9/22/2021 ® Compliant—Certificate of compliance* (valid for 3 years from report date unless evidence of an imminent threat to public health or safety requiring removal and abatement under section 145A.04, subdivision 8 is discovered or a shorter time frame exists in Local Ordinance.) *Note: Compliance indicates conformance with Minn. R. 7080.1500 as of system status date above and does not guarantee future performance. ❑ Noncompliant — Notice of noncompliance 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 or under section 145A.04 subdivision 8. Systems failing to protect ground water must be upgraded, replaced, or use discontinued within the time required by local ordinance. Reason(s) for noncompliance (check all applicable) ❑ Impact on public health (Compliance component #1) — Imminent threat to public health and safety ❑ Tank integrity (Compliance component #2) — Failing to protect groundwater ❑ Other Compliance Conditions (Compliance component #3) — Imminent threat to public health and safety ❑ Other Compliance Conditions (Compliance component #3) — Failing to protect groundwater ❑ System not abandoned according to Minn. R. 7080.2500 (Compliance component #3) — Failing to protect groundwater ❑ Soil separation (Compliance component #5) — Failing to protect groundwater ❑ Operating permittmonitoring plan requirements (Compliance component #4) — Noncompliant -local ordinance applies Comments or recommendations Owner has been backing a trailer across the end of the 2nd rock bed driving on the end slope -this needs to be stopped it is causing compaction and also may cause the rockbed to leak out the end Certification i nereby cerury 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. By typing my name below, I certify the above statements to b true and correct, to the best of my knowledge, and that this information can be used for the purposeIf p ocess�tag�this fo . Business name: Sewer ce c Certification number: C1659 Inspector signature: License number: 2502 is document has been electronically signed) Phone: 952-873-3292 Necessary or locally required supporting documentation (must be attached) ® Soil observation logs ® Locally required forms ® Tank Integrity Assessment 9 y [I Operating Permit ❑ Other information (list): nttps://www.pca.state.mn.us 651-296-6300 800-657-3864 Use your preferred relay service Available in alternative formats wq-ww1sts4-31b • 1/11/11 Page 1 of 4 1. Impact on public health — Compliance component #1 of 5 System discharges sewage to the ❑ Yes* ® No ground surface System discharges sewage to drain ❑ Yes` ® No tile or surface waters. System causes sewage backup into ❑ Yes' ® No dwellinc or establishment. Any "yes" answer above indicates the system is an imminent threat to public health and safety. Describe verification methods and results: Searched for surface outlet or ground discharge Checked for back-up Attached supporting documentation: ❑ Other: ® Not applicable 2. Tank integrity— Compliance component #2 of 5 Compliance criteria: Attached supporting documentation: System consists of a seepage pit, ❑ Yes' ®No ® Pumped at time of inspection cesspool, drywell, leaching pit, or other cit? Sewage tank(s) leak below their ❑ Yes' ® No designed operating depth? If yes. which Any "yes" answer above indicates the system is failing to protect groundwater. Describe verification methods and results: Pumped & Inspected Name of maintenance business: Sewer Services License number of maintenance business: 2502 Date of maintenance: 8/22/2021 ❑ Existing tank integrity assessment (Attach) Date of maintenance (mmidd/yyyy): (must be within three years) (See form instructions to ensure assessment complies with Minn. R. 7082.0700 subp. 4 8 (1)) ❑ Tank is Noncompliant (pumping not necessary—explain below) ❑ Other: https://www.pca,state.mn.us 651-296-6300 800-657-3864 Use your preferred relay service Available in alternative formats wq-wwists4-31b • 1/11/21 Page 2 of4 3. Other compliance conditions — Compliance component #3 of 5 3a. Maintenance hole covers appear to be structurally unsound (damaged, cracked, etc.), or unsecured? ❑ Yes' ® No ❑ Unknown 31b. Other issues (electrical hazards, etc.) to immediately and adversely impact public health or safety? ❑ Yes' ® No ❑ Unknown *Yes to 3a or 3b -System is an imminent threat to public health and safety. 3c. System is non -protective of ground water for other conditions as determined by inspector? 3d. System not abandoned in accordance with Minn. R. 7080.2500? *Yes to 3c or 3d - System is failing to protect groundwater. Describe verification methods and results: Inspected Attached supporting documentation: ® Not applicable ❑ ❑ Yes* ® No ❑ Yes` ® No 4. Operating permit and nitrogen BMP* — Compliance component #4 of 5 ® Not applicable Is the system operated under an Operating Permit? ❑ Yes ❑ No If "yes", A below is required Is the system required to employ a Nitrogen BMP specified in the system design? ❑ Yes ❑ No If "yes", B below is required BMP = Best Management Practice(s) specified in the system design If the answer to both questions is "no", this section does not need to be completed. Compliance criteria: a. Have the operating permit requirements been met? ❑ Yes ❑ No b. Is the required nitrogen BMP in place and properly functioning? ❑ Yes ❑ No Any "no" answer indicates noncompliance. Describe verification methods and results: Attached supporting documentation: ❑ Operating permit (Attach) ❑ https://www,pca.state. mn.us 651-296-6300 800-657-3864 Use your preferred relay service Available in alternative formats wq-wwists4-31b • 1/11/21 Page 3 of4 5. Soil separation — Compliance component #5 of 5 Date of installation 6/1/2006 ❑ Unknown (mrn/dd/yyyy) Shoreland/Wellhead protection/Food ❑ Yes ® No beverage lodging? Compliance criteria (select one): 5a. For systems built prior to April 1, 1996, ❑ Yes ❑ No* and not located in Shoreland or Wellhead Protection Area or not serving a food, beverage or lodging establishment: Drainfield has at least a two -foot vertical separation distance from periodically 5b. Non-performance systems built April 1, 1996, or later or for non-performance systems located in Shoreland orWel/hi Protection Areas or serving a food, beverage, or lodging establishment: Drainfeld has a three-foot vertical separation distance from periodically saturated soil or bedrock.* 5c. "Experimental" "Other" or "Performance" systems built under pre -2008 Rules; Type /V or V systems built under 2008 Rules 7080. 2350 or 7080.2400 (Advanced Inspector License required) Drainfeld meets the designed vertical separation distance from periodically Yes ❑ No* ❑ Yes ❑ No* *Any "no" answer above indicates the system is failing to protect groundwater. Describe verification methods and results: Attached supporting documentation: ® Soil observation logs completed for the report (Attach) ❑ Two previous verifications of required vertical separation (Attach) ❑ Not applicable (No soil treatment area) or elevations A. Bottom of distribution media 1 12"+ B. Periodically saturated soil/bedrock 60" original C. System separation 1 36" D. Required compliance separation* 1 36" *May be reduced up to 15 percent if allowed by Local Ordinance. Boring Compliance boring found fill to 28" Original borings from design found 36" fill and then 24" of good soil - see attached System was allowed to be built on the fill Upgrade requirements: (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 shore/and areas, Wellhead Protection Areas, or those used in connection with food, beverage, and lodging establishments as defined in law. hftps://www.pca.state.mn.us wq-wwists4-31b • 1/11/21 651-296-6300 800-657-3864 Use your preferred relay service Available in alternative formats Page 4 of Draw detailed diagram to scale with measurements below. U A'l am ctei vi � _� e GP a�� , ,4y 6el 2O ,FN+s3 J&tw-rm U� Rae' bed I 71;z pegs 30'` L�kjy-'- W , Rae' bed I 71;z pegs 30'` L�kjy-'- Soil Observation Log ��,,.Septicltesourcerom ��> 13.4 Owner Information Owner' project: Tom Fleming Address / PID: 300 Stubs 13av Road N. Date 5/2212018 Soil Survey Information ❑ refer to attached soil survey Parent matl's: [] Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: ❑ Summit ❑ Shoulder ❑ Side slope ❑ Toe slope soil survey map units: 1.22ll2 slope Pro direction - Soil Log #1 ❑� Boring ❑ Pit Elevation 101.5 Depth to SH WT 60 Inches Depth (in) Texture fragment % matrix color redox color consistence grade shape 0-36 Fill <35 36.54 1 opsoii <'35 10yn3'2 Friable Moderate 01ock-+ 54-60 Loam <35 I0yn•4i3 Friable Strong Ilock., GS loose loose -m81cgnmr 35 -50 friable weak ermular block >50 firm moderate rri,nwuc plm> rigid strong35 ma>,hc loose loose 35-50 fi iahle weak sranular block >50 firm moderate Im,mauc plat, rigid strung mune Comments: TBM: Bottom of the rock bad I, 300 Stubs Ba' Road N. Soil Log #2 ❑' Boring ❑ Pit Elevation 100.4 Depth to SHWT 72 Inches Depth (in) 'rexmre fragment % matrix color redox color consistence grade shape 0-$I Fill �35 51-65 Topsoil <35 IOyr3'2 Friable Moderate mock, 65-72 Loam <35 IOyW3 Friahle Strong Blocky ,35 loose loose ,inelc _,ra;o 35-50 friable weak granular black, >50 firm moderate prismatic plan rigid sn'ong Mass.,c <3 5 lloose loose single grain 35 -SO friable weak gmonlnr block, >50 firm moderate primumc plan rigid strong 300 Stubs Bay Road N. Soil Log #3 ❑ Boring ❑ Pit Elevation Depth to SHWT Depth (in) Texture fragment % matrix color redox color consistence grade shape <35 loose loose single olio 35 - 50 friable weak aramdar Mock, >50 firm moderate Prismatic plat% rigid stroll_ rm¢she <35loose loose smale cram 35 - 5o friable weak gumular block, >50 firm moderate Prismatic plat> rigid IsInung massi,c <35 loose loose single grain 35 - 50 friable weak granular Klock% >50 firm moderate plismalic plat% rigid strong n,assole <.35 loose loose single erain 35-50 friable weak granular block, >50 firm moderate primate plmy rigid strong mnsoe X35 looseEtrollkig, .iug"grain 35 - 50 triableerunuhn Muck, X50 firm nrisn,auc plan rigid "'ti`s"` I herekr cerlifi�this work was completed in accordance with 111' 7080 <md atir lacal Rusty Olson's Soil & Pere 810 Designer Signature Company License