HomeMy WebLinkAbout05/13/2021 Septic Compliance Inspection reportMMINNESOTA POLLUTION
CONTROL AGENCY Compliance inspection report form
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:
httos://www. oca. state. mn. us/sites/default/files/wc-wwists4-31 a. 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: 105 Orono Orchard Road, Orono
Owner/representative: Kelly Lowe Owner's phone: 952-686-3941
Brief system description: 2 - 1000 gal septic & 1000 gal pump tank with a mound
System status
System status on date (mm/dd/yyyy): 5/13/2021
®Compliant —Certificate of compliance* Noncompliant —Notice of noncompliance
(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.
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 bylocal
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. 7060.2500 (Compliance component #3) — Failing to protect groundwater
❑ Soil separation (Compliance component #5) — Failing to protect groundwater
❑ Operating permit/monitoring plan requirements (Compliance component #4) — Noncompliant -local ordinance applies
Comments or recommendations
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.
By typing my name below, I certify the above statements to be true and correct, to the best of my knowledge, and that this information
can be used for the purpose of processing this form.
Business name: Sewer S wCes Certification number: C1659
Inspector signature: License number: 2502
(1151s doc nenthas been elecb nically signed) Phone: 952-873-3292
Necessary or locally required supporting documentation (must be attached)
® Soil observation logs ® Locally required forms ® Tank Integrity Assessment ❑ Operating Permit
❑ Other information (list)
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wq-ww1sts4-31b • 1/11/21 Page 1 of
1. Impact on public health — Compliance component #1 of 5
criteria:
System discharges sewage to the ❑ Yes' ® No
ground surface
System discharges sewage to drain ❑ Yes* ® No
the or surface waters.
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.
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
criteria:
System consists of a seepage pit, ❑Yes' ®No
cesspool, drywell, leaching pit,
Sewage tank(s) leak below their ❑ Yes' ® No
designed operating depth?
Any "yes" answer above indicates the system
is failing to protect groundwater.
Describe verification methods and results:
Pumped & Inspected
Attached supporting documentation:
® Pumped at time of inspection
Name of maintenance business: Sewer Services
License number of maintenance business: 2502
Date of maintenance: 5/13/2021
❑ Existing tank integrity assessment (Attach)
Date of maintenance
(mm/dd/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:
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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
3b. 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? ❑ Yes' ® No
3d. System not abandoned in accordance with Minn. R. 7080.2500? ❑ Yes' ® No
*Yes to 3c or 3d - System is failing to protect groundwater.
Describe verification methods and results:
Inspected
Attached supporting documentation: M Not applicable ❑
4. Operating permit and nitrogen BMP* — Compliance component #4 of 5 M 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
/f 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) ❑
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S. Soil separation — Compliance component #5 of 5
Date of installation 6/1/2006 ❑ Unknown
(mm/dd/yyyy)
Shoreland/Wellhead protection/Food
beverage lodging?
Compliance criteria (select one):
5a. For systems built prior to April 1, 1996,
and not located in Shoreland or Wellhead
Protection Area or not serving a food,
beverage or lodging establishment:
Drainfeld 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 or Wellhead
Protection Areas or serving a food,
beverage, orlodging 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 Attached supporting documentation:
® Soil observation logs completed for the report (Attach)
❑ Two previous verifications of required vertical
❑ Yes ❑ No' separation (Attach)
❑ Not applicable (No soil treatment area)
171
® Yes ❑ No*
❑ Yes ❑ No*
*Any "no" answer above indicates the system is
failing to protect groundwater.
Describe verification methods and results:
Boring
1-12" 10yr2/2loam
13-24" 10yr 4/4 clay loam
Redox @ 22"
Indicate depths or elevations
A. Bottom of distribution media
18"+
B. Periodically saturated soil/bedrock
22"
C. System separation
40"
D. Required compliance separation*
36"
*May be reduced up to 15 percent if allowed by Local
Ordinance.
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.
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Page 4 of 4
Owner: Jamie Lowe Date: 4/7/06
Location: 105 Orono rchard Road, Orono
Method used to
seasonal water table: (Soil Boring, Elevations and Records)
Soil Boring
1
Ground elevation @boring
97.0
Depth of Boring
3.5 ft.
Seasonal water table depth r elev.
3.0 ft.
Standing water table depth elev.
Elev. of bottom of drainfieL media
Limiting layer depth or e1evj
94.0
Sampling Location
A
B
Ground elev. @ sample 1'on
100.0
100.0
Depth to bottom of drainfiel media
1.83 ft.
1.7 ft.
Elev. of bottom of drainfieL media
98.17
98.3
•
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MSTS
` a division of WRM Services, Inc.
P.O. Box 458
o SIG Kimball, MN 55353
Phone: (320) 398-2705 Fax: (320) 398-2075
Page 2 of 2
SOIL PROFILE LOG
Client: Streeter Associates, Inc. Date: -4/11/06— Completed By: _Jeremy George & Jeremy Donabauer
Project/LegaUAddress:_105 Orono Orchard Road,
Type of Observation: Bucket Auger
Vegetation: wooded
Landscape Position: side slope
Observation # 1
Elevation:
Horizon
Depth
Soil texture
Matrix color
Redox. Color(s) or Features
Grade
Consistence
0-6
Loam (fill)
10yr 2/1
Weak
Friable
6-30
Sand (fill)
IOyr 5/4
ffBlocky
Massive
Loose
30-36
Loam
2.5y 3/2
Weak
Friable
36-40
Loam
2.5y 5/4
I Oyr 6/6+5/2
Weak
Friable
Depth to Restrictive layer: 3.0 ft.
Depth to standing water table: not encountered
Other comments:
MSTS
Kimball, MN 55353
Phone: (320) 398-2705 Fax: (320) 398-2075
SOIL PROFILE LOG
Client: Streeter Associates, Inc. Date: -4/11/06— Completed By: _Jeremy George & Jeremy Donabauer
Project/Legal/Address:_105 Orono Orchard Road, Orono
Type of Observation: Bucket Auger
Vegetation: wooded
Landscape Position: aide slope
Observation # 2 — _. -- — — ---- ----- -Elevation: --- —
Horizon
Depth
Soil texture
Matrix color
Redox. Colo s or Features Shape
Grade
Consistence
0-5
Loam
IOyr2/1
Blocky
Weak
Friable
5-18
Sandy loam
IOyr 3/6
Blocky
Weak
Friable
18-24
Sandy clay loam
1Oyr 5/4
Blocky
Weak
Friable
24.30
Sandy clay loam
IOyr 5/4
IOyr 6/8+5/2 Blocky
Weak
Friable
Depth to Restrictive layer: 2.0 ft.
Depth to standing water table: not encountered
Other comments:
MSTS
Kimball, MN 55353
Phone: (320) 398-2705 Fax: (320) 398-2075