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Home My WebLink About11-18-2020 Compliance Insp Report0.40k Minnesota Pollution Control Agency 520 Lafayette Road North St. Paul, MN 55155-4194 Compliance Inspection Form Existing Subsurface Sewage Treatment Systems (SETS) Inspection results based on Minnesota Pollution Control Agency (MPCA) requirements and attached forms — additional local requirements may also apply. Submit completed form to Local Unit of Government (LUG) and system owner within 15 days System Status System status on date (mm/dd/yyyy): 11/18/2020 ® Compliant — Certificate of Compliance (Valid for 3 years from report date, unless shorter time frame outlined in Local Ordinance.) Reason(s) for noncompliance (check all applicable) Doc Type: Compliance and Enforcement For local tracking purposes: ❑ Noncompliant Notice of Noncompliance (See Upgrade Requirements on page 3.) ❑ Impact on Public Health (Compliance Component #1) — Imminent threat to public health and safety ❑ Other Compliance Conditions (Compliance Component #3) — Imminent threat to public health and safety ❑ Tank Integrity (Compliance Component #2) — Failing to protect groundwater ❑ Other Compliance Conditions (Compliance Component #3) — Failing to protect groundwater ❑ Soil Separation (Compliance Component #4) — Failing to protect groundwater ❑ Operating permitimonitoring plan requirements (Compliance Component #5) — Noncompliant Property Information Parcel ID# or Secfrwp/Range: Property address: 2760 Deer Run Trail East, Orono Reason for inspection: Sale Property owner: Joan Fiore Owner's phone: 952-471-8180 or Owners representative: Representative phone: Local regulatory authority: City of Orono Regulatory authority phone: Brief system description: 2 - 1250 septic & 1300 gallon pump tank with a mound system Comments or recommendations: Pump was replaced & electrical at tank was updated for complaince Certification 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. Inspector name: Josh Swedlund Certification number: C1659 Business name: Sewer Services In License number: 2502 Inspector signature: WA 4 Phone number: 952-873-3292 Necessary or Locally Required Attachments ® Soil boring logs ® System/As-built drawing ® Forms per local ordinance ❑ Other information (list): www.pca.state.mn.us • 651.296.6300 • 800.657-3864 TTY 651-282.5332 or 800-657.3864 • Available in alternative formats wq-wwists4-31 • 3116111 Page 1 of 3 Property address: 2760 Deer Run Trail East, Orono Inspector initials/Date: JS 1 11/18/2020 (mm/ddyyyy) 1. Impact on Public Health — Compliance component #1 of 5 System discharges sewage to the I ❑ Yes ® No discharges sewage to drain I ❑ Yes ® No System causes sewage backup into ❑ Yes ® No dwelling or establishment. Any "yes" answer above indicates the system is an imminent threat to public health and safety. Com ments/Explanation: 2. Tank Integrity— Compliance component #2 of 5 criteria: System consists of a seepage pit, ❑ Yes ® No cesspool, drywell, or leaching pit. 7080.2550 may be Sewage tank(s) leak below their ❑ Yes ® No designed operating depth. If yes, which sewage tank(s) leaks: Any "yes" answer above indicates the system is failing to protect groundwater. Com ments/Explanation: Verification method(s): ® Searched for surface outlet ® Searched for seeping in yard/backup in home ❑ Excessive ponding in soil system/D-boxes ❑ Homeowner testimony (See CommentslExplanation) El "Black soil' above soil dispersal system ❑ System requires "emergency" pumping ❑ Performed dye test ❑ Unable to verify (See CommentslExplanation) - ❑ Other methods not listed (See CommentslExplanation) Verification method(s): ❑ Probed tank(s) bottom ® Examined construction records ❑ Examined Tank Integrity Form (Attach) ❑ Observed liquid level below operating depth ® Examined empty (pumped) tanks(s) ❑ Probed outside tank(s) for "black soil' ❑ Unable to verify (See CommentarExplanation) ❑ Other methods not listed (See CommentslExplanation) 3. Other Compliance Conditions —Compliance component #3 of 5 a. Maintenance hole covers are damaged, cracked, unsecured, or appear to be structurally unsound. ❑ Yes* ® No ❑ Unknown b. Other issues (electrical hazards, etc.) to immediately and adversely impact public health or safety. ❑ Yes* ® No ❑ Unknown *System is an imminent threat to public health and safety. Explain: c. System is non -protective of ground water for other conditions as determined by inspector . ❑ Yes* ® No *System is failing to protect groundwater. Explain: www.pca.state.mn,us • 651-296.6300 • 800-657-3864 wq-wwists4-31 . 3116112 TTY 651-282-5332 or 800-657-3864 • Available in alternative formats Page 2 of Property address: 2760 Deer Run Trail East, Orono Inspector initials/Date: JS 1 11/18/2020 (mmiddiyyyy) 4. Soil Separation — Compliance component #4 of 5 Date of installation: 9/1/1999 ❑ Unknown Verification method(s): (m/Fooryyyy) Soil observation does not expire. Previous soil S dging?dlwellhead protection/Food beverage ❑ Yes ® No observations b two independent allies are sufficient, lodging? unless site conditions have been altered or local Compliance criteria: requirements differ. For systems built prior to April 1, 1996, and [-]Yes ❑ No 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 saturated soil or bedrock. Non-performance systems built April 1, ® Yes ❑ No 1996, or later or for non-performance systems located in Shoreland or Wellhead Protection Areas or serving a food, beverage, or lodging establishment: Drainfield has a three-foot vertical separation distance from periodically saturated soil or bedrock.* "Experimental", "Other" or "Performance" ❑ Yes ❑ No systems built under pre -2008 Rules; Type IV or V systems built under 2008 Rules (7080. 2350 or 7080.2400 (Advanced Inspector License required) Drainfield meets the designed vertical separation distance from periodically saturated soil or bedrock. Any "no" answer above indicates the system is failing to protect groundwater. ® Conducted soil observation(s) (Attach boring logs) ❑ Two previous verifications (Attach boring logs) ❑ Not applicable (Holding tank(s), no drainfield) ❑ Unable to verify (See CommentsrExplanation) ❑ Other (See CommentsrExplanation) Com ments/Explanation: Boring: 1-10" 10yr 2/2 loam 11-26 10yr 4/4 clay loam No Redox Indicate depths or elevations A. Bottom of distribution media 12"+ B. Periodically saturated soil/bedrock 26"+ C. System separation 38"+ D. Required compliance separation* 36" *May be reduced up to 15 percent if allowed by Local Ordinance. 5. Operating Permit and Nitrogen BMP* — Compliance component #5 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? ❑ 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. :ompliance criteria a. Operating Permit number: met? b. Is the required nitrogen BMP in place and properly t Any "no" answer indicates Noncompliance. ❑ Yes [--]No IT 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 shoreland areas, Wellhead Protection Areas, or those used in connection with food, beverage, and lodging establishments as defined in law. www.pca.state.mn.us • 651-296-6300 800.657-3864 TTY 651-282-5331 or 800-657-3864 • Available in alternative formats wq-wwists4-3/ • 3116112 Page 3 of 3 Co�titi�11��1 � /,wEzL Lacsnon�� ,7i 3 a1'3 3i 6 11 ] pad NOLO SE i N X \Q /A;LA r / /Nccm 2 Da•2 b9' S`%' D 8 - 3 90' os -4 46' as -S N7 Iz�'io A-0 = Log of Soil Borings taken on March 5, 1999 to evaluate the soils located on the Thompson property on Old Crystal Bay Road, designated Lot 2, to determine the depth to the seasonally high water table. Because of the high seasonally water table the existing system is failing and will require a replacement mound type system. All boring measurements are in inches unless otherwise noted. The soils are located on the crown and shoulder slope of a knoll. The parent material is glacial till with loamy colluvium in the Hamel soils. The soils are typed as being Hamel Loam and Lester Clay Loam by the USDA soils survey. The primary site is in Hamel soils with some runoff covering the site. There was no bedrock or water present in the borings. Boring l see site survey for elevation of boring mottled soils at 20" 0 9 10YR12 topsoil loam blocky friable 9 25 IOYR5i4 clay loam blocky friable 25 60 10YR613 clay loam blocky friable Boring 42 see site survey for elevation of boring mottled soils at 19" 0 - 7 10YR3i2 topsoil loam blocky friable 7 - 23 IOYR5/4 clay loam blocky friable 23 - 60 10YR6/3 clay blocky friable Boring 43 see site survey for elevation of boring mottled soils at 28" 0 - 16 10YR3/1 topsoil loam (some from runoff) friable sub angular blocky 6 25 IOYR4/4 loam blocky friable 25 60 IOYR6/3 clay loam blocky friable Boring =4 see site survey for elevation of boring mottled soils at 26" 0 - 17 10YR3/l topsoil loam (some from runoff) friable 17 - 28 IOYR4/4 loam blocky friable 28 - 60 10YR6/3 clay loam blocky friable V ,l ice' CITY -6F ORONO INSPECTION NOTICE . PERMIT NO. 1 1 7qq ADDRESS XTd1= TELEPHONE NO. DESCRIPTION DATE TIME CALLEDIN p p SCHEDULED to: d-6 COMPLETED lS tR it S4 z /Qc CONTR. 6� 5 01 FOOTING 11 MECHANICAL RI 02 FRAMING 13 MECHANICAL FINAL 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 04 WALL BD. 12 WATER HOOK-UP 05 FINAL 14 SEWER HOOK-UP 07 DEMO - SITE 27 SEPTIC 07 DEMO - FINAL 15 SEPTIC INSTALL. 09 PLUMBING RI 23 S E 10 PLUMBING FINAL OWNER/CONTRACTOR TO MEET YOU: _ YES _ NO COMMENTS: I'iz IG �erzwLs Pets � Yg" 3,b t I OG 18 EXCAV/GRADING/FILLING 19 LAKESHORE/WETLANDS 34 TREE REMOVAL 17 SITE INSPECTION 06 PROGRESS 21 COMPLAINT 22 FOLLOW-UP 35 HARD COVER REMOVAL 36 FOUNDATION/REMOVAL 12 ,I SgND ! .+Ar' rl goo -k, WORK SATISFACTORY: PROCEED -i t PROJECT COMPLETE 1 CORRECT WORK & PROCEED ISSUE CERTIFICATE OF OCCUPANCY l CORRECT WORK, CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT F) CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTOTAKEN INSPECTOR WILL RETURN CITATION ISSUED Cl STOP ORDER POSTED. CALL INSPECTOR /� i. I INSPECTION REQUIRED. CALL TO ARRANGE ACCESS.I Call for the next Owner/Contractor on site: Inspector. 24 Wou/s in advance. 473-7357 SEPTIC SYSTEM INVENTORY �) 760 t, Address: 15eiNd-Eyystal Bay Rd. S. PID: 04-117-23 13 0004 Building Type: residence #BRs/GPD Systems/unit 1/1 Permit #: 7710 Date of Permit: 11/14/84 Installer: Thompson Plbg. System Type: standard trench Appliances: Conformity: 1 Tank Condition: 5 DF condition: 11 Failure Pot: low SEPTIC TANKS Material: precast concrete Capacity: 1250, 1250 Setback to Bldg: 100 r"P IRTINYMN Length of Lines 500 # Lines: Treatment Area: 1500 Tile Size: 4 Under Tile 12 Setback DF -Bldg: 120 Soil Type: 5 Trench Width: 3 Type of Filter: rock Perc Rate: 16.5 DF Ht above Wt: Limitations: WELL DATA Setbacks - Well -Tanks: Well -DF: Pump Type: Depth: INSPECTIONRECORD DATE DESCRIPTION 11/16/84 Tank Installation 7/1/85 Drainfield Installation 8/18/86 no surfacing 8/23/88 no surfacing 10/9/91 no surfacing 7/21/93 no surfacing -pump tanks 8/8/97 no surfacing 9g 01d 5ySVK (ndVw Report in File: Diameter: Method: Rep b t<ai PUMPOUTRECORD COMPLIANCE DATE GALLONS 9/28/89 2400 1 8/11/93 2400 1 5/29/96 3000 I 1 1 1