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HomeMy WebLinkAbout01/25/2021 Septic Compliance inspectionMinnesota Pollution Compliance Inspection Form Control Agency 520 Lafayette Road North Existing Subsurface Sewage Treatment Systems 5t. Paul, MN 55155-4194 (SSTS) Doc Type: Compliance and Enforcement Instructions: Inspection results based on Minnesota Pollution Control Agency (MPGA) For local tracking purposes: 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 (mmlddlyyyy): 1/25/2021 ® 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) ❑ 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 permit/monitoring plan requirements (Compliance Component #5) — Noncompliant Property Information Parcel ID# or Sec/Twp/Range: 3011823330005 _ Property address: 4680 Creekwood Trail, Orono, MN Reason for inspection: Property Transfer Property owner: Dale or Owner's representative: Owner's phone: 972-768-4488 Representative phone: Local regulatory authority: _City of Orono Regulatory authority phone: 952-249-4600 _ Approximately 1-2250 gallon septic tank,1-1250 gallon lift station and approximately 630 square feet of Brief system description: _mound rockbed. Comments or recommendations: TEM: Top of the garage concrete slab. The rock bed has 1.0 feet of sand under it on the East side and 2.1 on the West side. The rock bed meets the 2.55 foot separation requirements. The septic tanks and lift station were replaced and are new. 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: Joseph J Olson Business name: Rusty Olsgn's Soil & Pere. Testing Inspector signature: Necessary or Locally Required Attachments Certification number: 1255 License number: 810 Phone number: 763-498-8779 ® Soil boring logs ® System/As-built drawing ❑ Forms per local ordinance ❑ Other information (list): www.pca.state.mn.us 651.296-6300 806.657-3864 TTY 651-282-5332 or 800-657.3864 • Available in alternative formats wq-wwists4-31 • 1124112 Page 1 of 3 Property address: 4680 Creekwood Trail, Orono, MN Inspector initials/Date: J. O. 1/25/2021 1. Impact on Public Health —Compliance component #1 of 5 Compliance criteria: System discharge sewage to the ❑ Yes Z No ground surface. System discharge sewage to drain tile ❑ Yes ® No or surface waters. System cause sewage backup into ❑ Yes Z No dwelling or establishment. Any "yes" answer above indicates the system is an Imminent Threat to Public Health and Safety. Comments/Explanation: 2. Tank Integrity —Compliance component #2 of 5 Compliance criteria: System consists of a seepage pit, ❑ Yes Z No cesspool, drywell, or leaching pit. Seepage pits meeting 7080.2660 may be compliant if allowed in local ordinance. Sewage tank(s) leak below their Yes [:]No designed operating depth. If yes, which sewage tank(s) leaks: All Any "yes" answer above indicates the system is Failing to Protect Groundwater. Comments/Explanation: Elmer J. Peterson Company replaced the tanks. Verification method(s); ® Searched for surface outlet 9 Searched for seeping in yard/backup in home ❑ Excessive ponding in soil system/© -boxes ❑ Homeowner testimony (See Comments/Explanation) ❑ "Black soil' above soil dispersal system ❑ System requires "emergency" pumping ❑ Performed dye test ❑ Unable to verify (See Comments/Explanation) ❑ 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 Comments/Explanation) ❑ Other methods not listed (See Comments/Explanation) 3. Other Compliance Conditions —Compliance component #3 of 5 a. Maintenance hole covers are damaged, cracked, unsecured, or appear to 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* Z No *System is failing to protect groundwater Explain: 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 • 1124112 Page 2 of 3 Property address: 4680 Creekwood Trail, Orono, MN Inspector initials/Date: J. O. 1/25/2021 4. Soil Separation —Compliance component #4 of 5 Date of installation: 8/30/1990 ❑ Unknown ShorelandlWellhead protection/Food Beverage ® Yes ❑ No Lodging? Compliance criteria: 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. Verification method(s): Soil observation does not expire. Previous soil observations by two independent parties are sufficient, unless site conditions have been altered or local requirements differ. ❑ Conducted soil observations) (Attach boring logs) ❑ Two previous verifications (Attach boring logs) ❑ Not applicable (bolding tank(s), no drainfield) ❑ Unable to verify (See Comments/Explanation) ❑ Other (See CommentslExplanation) CommentslExplanation: Indicate depths of elevations A. Bottom B. Periodically saturated C. System separation 1 2.7 D. Required compliance separation* 2.55 *May be reduced up to 15 percent if allowed by Local Ordinance, 5. Operating Permit and Nitrogen BMP* — Compliance component #5 of 5 Z 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. Compliance criteria a. Operating Permit number: - El Yes [--]No Have the Operating Permit requirements been met? b. Is the required nitrogen BMP in place and properly functioning? ❑ Yes ❑ No Any "no" answer indicates Noncompliance. Upgrade Requirements (Minn. Stat. § 115.55) An imminent threat to public health and safety (ITPFIS) must be upgraded, replaced, or ifs 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 651-282.5332 or 800-657-3864 • Available in alternative formats wq-wwists4-31 • 1124112 Page 3 of 3 Soil Observation Log w%k%v.Septi cResource.coin vers 12.1 Owner Information Property Owner I project: Dale Olsen Date 11/312020 Property Address / PID: 4680 Creekwood Trail Soil Survey Information ❑ refer to attached soil survey Parent matl's: D Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: ❑ Summit ❑ Shoulder 21 Side slope ❑ Toe slope soil survey map units: L37B slope % direction- Lineal Soil Log #1 0 Boring ❑ Pit Elevation 98.9 Depth to SHWT 20 Inches Depth {in} Texture fragment % matrix color redox color consistence grade shape 0-16 Topsoil <35 10yr2/1 Friable Moderate Blocky 16-20 Clay Loam <35 10yr3/3 Friable Strong Blocky 20-26 Clay Loam <35 l Oyr4/3 I Oy4/8,1-6/ 1 Oy Firm Strong Blocky <35 loose loose single grain friable weak granular blocky 35-50 firm moderate prismatic platy >50 rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky firm moderate Prismatic platy >50 rigid strong massive Comments: 4680 Creekwood Trail Sail Log #z ❑ Boring ❑ pit Elevation 100.9 Depth to SHWT 24 Inches Depth (in) Texture fragment % matrix color redox color consistence grade shape 0-37 Fill <35 Mound sand Loose Loose Single grain 37-44 Loam <35 1Oyr2/1 Friable Moderate Blocky loose 44-49 Clay Loam <35 10yr3/3 Friable 'Weak i3tocky moderate strong <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose Single grain 35 -50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive 4680 Creekwood Trail Soil Log #3 El Boring ❑ Pit Elevation Depth to SHWT Depth (in) Texture fragment % matrix color redox color consistence grade shape <35 loose loose single grain 3S - SO friable weak granular blocky >50 firm moderate prismatic plat), t)' rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 Finn moderate prismatic platy rigid strong massive <35 loose loose single Brain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy- rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive I herehy certify this work was completed in accordance with A4N 71780 and any local req :s. Rusty Olson's Soil & Pere 810 Designer Signature Company License 4 i k3 - S)i� L4 --� L