HomeMy WebLinkAbout06-15-2022 Septic Compliance InspectionMINNESOTA POLLUTION Compliance inspection report form
CONTROL AGENCY p p p
520 Lafayette Road North Existing Subsurface Sewage Treatment System (SSTS)
St. Paul, MN 55155-4194 Doc Type: Compliance and Enforcement
Instructions: Inspector must submit completed form to Local Governmental Unit (LGU) and system owner within 15 days of
final determination of compliance or noncompliance. Instructions for filling out this form are located on the Minnesota Pollution
Control Agency (MPGA) website at https:/Iwww.ipca.state.mn.us/sites/jefault/f les/Wo-wwists4-31a pdf.
Property information Local tracking number:
Parcel ID# or Sec/Twp/Range: 0611723140014 Reason for Inspection Propery Transfer
Local regulatory authority info: City of Orono
Property address: 4080 Bayside Road
Owner/representative: Mark Harrington Owners phone: 612-308-4563
Brief system description: Approximately 2 -1250 -gallon septic tanks, 1 -1250 -gallon lift station and 630 square feet of mound rock bed
System status
System status on date (mm/dd/yyyy): 6/15/2022 _
❑ 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.)
`!Vote: Compliance indicates conformance with Minn.
R. 7080.1500 as of system status date above and does not
guarantee future performance.
❑ Noncompliant — Notice of noncompliance
Systems failing to protect ground water must be upgraded, replaced, or
use discontinued within the time required by local ordinance.
An imminent threat to public health and safety (ITPH'S) 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.
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 permit/monitoring plan requirements (Compliance component #4) — Noncompliant - local ordinance applies
Comments or recommendations
There is 1.0 feet of sand under the rock bed.
TBM: Top of the lift station 4X4. ELV.-100.0
This system is designed for a five bedroom house.
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: Rusty Olson Soil & percolation Testing_ Certification number: 01255
Inspector signature: Joseph J. Olson License number: L810
(This document has been electronically signed) Phone: 763-498-8779
Necessary or locally required supporting documentation (must be attached)
❑ Soil observation logs [DSystem/As-Built ❑ Locally required forms ® Tank Integrity Assessment ❑ Operating Permit
❑ Other information (list):
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Property Address: 4080 Bayside Road
Business Name: Rusty Olson Soil & percolation Testing _ Date: 6/15/2022
1. Impact on public health — Compliance component #1 of 5
Compliance criteria:
System discharges sewage to the ❑ Yes' ® No
ground surface
System 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.
Describe verification methods and results:.
Visual. Nothing was found
Attached supporting documentation:
Other:
® Not applicable
2. Tank integrity — Compliance component #2 of 5
Compliance criteria:
System consists of a seepage pit, ❑ Yes' ❑ No
cesspool, drywell, leaching pit,
or other it?
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.
Describe verification methods and results:
Elmer J. Peterson Company pumped the tanks.
Attached supporting documentation:
❑ Empty tank(s) viewed by inspector
Name of maintenance business:
License number of maintenance business:
Date of maintenance:
Z Existing tank integrity assessment (Attach)
Date of maintenance 5/26/2022
(mmlddlyyyy): (must be within three years)
(See form instructions to ensure assessment complies with
Minn. R. 7082.0700 subp. 4 S (1))
[] Tank is Noncompliant (pumping not necessary -explain below)
❑ Other:
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Property Address: 4080 Bayside Road
Business Name: Rusty Olson Soil & percolation Testing Date: 6/15/2022
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` M 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:
Visual. Nothing was found
Attached supporting documentation: ® Not applicable ❑
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
!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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Property Address: 4080 Bayside Road
Business Name: Rusty Olson Soil & percolation Testing
5. Soil separation — Compliance component #5 of 5
Date of installation 7/28/1997 ❑ Unknown
(mmldd/yyyy)
Shorela ndlWell head protection/Food
beverage lodging?
Compliance -criteria (select one):
5a. For systems built prior to April 9, 9996, 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
saturated soil or bedrock.
5b.Non-performance systems built
April 1, 9996, 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.*
5c, "Experimental", "Other", or "Performance"
systems built under pre -2008 Rules;
Type 1V or V systems built under 2008
Rules 7080. 2350 or 7080.2400
(Intermediate Inspector License required <_
2,500 gallons per day; Advanced Inspector
License required a 2,500 gallons per day)
Drainfield meets the designed vertical
separation distance from periodically
saturated soil or bedrock,
Date: 6/15/2022
❑ Yes ❑ No Attached supporting documentation:
® Soil observation logs completed for the report
❑ Two previous verifications of required vertical separation
❑ Yes ❑ No. ❑ Not applicable (No soil treatment area)
El
® Yes ❑ No* Indicate depths or elevations
A. Bottom of distribution media 97.7
B. Periodically saturated soil/bedrock 94.7
G. System separation 3.0
D. Required compliance separation* 2.55
*May be reduced up to 15 percent if allowed by Local
Ordinance.
❑ Yes ❑ No*
*Any "no" answer above indicates the system is
failing to protect groundwater.
Describe verification methods and results:
Upgrade requirements: (Minn. Stat. § 915.55) An imminent threat to public health and safety (1TPHS) 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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Tank Report
Elsner J. Peterson Co.
6921 Dague Ave.
Delano, MN 55:323
Phone 763-972-24.20
Fax 763-072 7217
MPGA License# 119
Mark and Monica Harrington
4080 Bayside Road
Orono, MN
612-308-4563
Baffles; //
Tank. Capacity:
# of Tanks: 3
Type of Tanks:
Gallons Pumped:
OFF
3-1250 Gallon Tanks
Concrete
3500
Manholes to Gracie: OE
/ NO
Comments:
Date; May 26, 2022
On May 26, 2022, Elmer J. Peterson Co. pumped tanks. 2 piece tanks that are starting to corrode.
NOTE: This is only a tank report. This is not a compliance inspection for point of sale nor does it
replace a compliance inspection.
M MINNESOTA POLLUTION Sewage tank integrity assessment farm
CONTROL AGENCY
520 Lafayette Road North Subsurface Sewage
St. Paul, MN 55155-4194 Treatment Systems (SETS) Program
Doc Type: Compliance and Enforcement
Purpose: This form may be used to certify the compliance status of the sewage tank components of the SSTS. This form is not a
complete SSTS inspection report, only a tank integrity assessment, and may only certify sewage tank compliance status
when entirely completed and signed by a qualified professional. SSTS compliance inspection report forms can be found at:
httos://www.oca,state mn us/waterlinsoections.
Instructions: This form may be completed, and signed, by a Designated Certified Individual (DCI) of a licensed SSTS inspection,
maintenance, installation, or service provider business who personally conducts the necessary procedures to assess the compliance
status of each sewage tank in the system. Only a licensed maintenance business is authorized to pump the tank for assessment. A
copy of this information should be submitted to the system owner and be maintained by the licensed SSTS business for a period of
five (5) years from the assessment date.
When this form is signed by a qualified certified professional, it becomes necessary supporting documentation to an Existing
System Compliance Inspection Report: Compliance inspection form - Existing system (wq-wwists4-31b1. This form can be found on
the MPCA website at https://www.pca.state.mn.us/water/inspections.
The information and certified statement on this form is required when existing septic tank compliance status is determined by an
individual other than the SSTS Inspector that submits an inspection report. This form represents a third party assessment of SSTS
component compliance and is allowable under Minn. R. 7082.0700, subp. 4(6)(1). This form is valid for a period of three years
beyond the signature date on this form unless a new evaluation is requested by the owner or owner's agent or is required according
to local regulations. Additional Administrative Rule references for this activity can be found at Minn. R. 7082.0700, subp. 4(B),(C),
and (D) and; Minn. R. 7083.0730(C).
Owner information
Owner/Representative Mark or Monica Harrington
Property address: 4080 Bayside Road, Orono, MN
Local Regulatory Authority:
System status
System status on date (mm/dd/yyyy): 5/26/2022
Parcel ID:
E Certificate of sewage tank compliance ❑ Notice of sewage tank non-compliance
Compliance criteria:
The SSTS has a seepage pit, cesspool, drywell, leaching pit, or other pit - "Failure to Protect
Groundwater.,, ❑Yes¢ ®No
---------- -...—
The SSTS has a sewage tank that leaks below the designed operating depth -,,Failure to Protect ❑ Yes_ ® No
Groundwater."
The SSTS presents a threat to public safety by reason of structurally unsound (damaged, cracked,
or weak) maintenance hole cover(s) or lids or any other unsafe condition - "Imminent Threat to ❑ Yes' ® No
Public Health or Safety.
Any "yes" answer above indicates sewage tank non-compliance.
Company information
Company name: Elmer J. Peterson Co
Business license number: 219
Designated Certified Individual (DCI) information
Print name: James L Braegelmann
Certification number: - -- —
I personally conducted the work described above as a Designated Certified Individual of a Minnesota -licensed SSTS inspection,
maintenance, installation, or service provider Business. I personally conducted the necessary procedures to assess the compliance
status of each sewage tank in this SSTS.
By typing/signing 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.
Designated Certified ln&vidual's signature: James L Brae elmann Date (mm/dd/yyyy): 5/26/2022
(This document has been electronically signed.)
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Soil Observation Log
www.SeptieResource.com vers I2.4
Owner Information
Property Owner / project: Mark Harington Date 6/4/2022
Property Address / PID; 4080 Bayside Road
Soil Survey Information ❑ refer to attached soil survey
Parent matl's: 7 Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock
landscape position: ❑ Summit ❑ Shou}der M Side slope ❑ Toe slope
soil survey map units: L41 C:2 slope % direction- Lineal
Soil Log #1
R1 Boring ❑ Pit Elevation 96.7 Depth to SHWT 28 inches
Depth (in) Texture fragment % matrix color redox color consistence grade shape
0-22
Loam
X35
10yr3/1
Friable
Strong
Block
22-28
Loam
.35
10yr34/3
Friable
Strong
Blocky
<35
loose
loose
single grain
35-50
friable
weak
granular blocky
>50
fin -n
moderate
prismatic platy
rigid
strong
massive
<35
loose
loose
single grain
35-50
friable
weak
granular blocky
>50
�
moderate
prismatic platy
rigid
strong
massive
<35
loose
loose
single grain
35-50
friable
weak
granular blocky
JS Q
firm
moderate
prismatic platy
rigid
strong
massive
Comments: TBM:Top of lift station 4X4 E1-100.0
4080 Bayside Road Soil Log #2
Boring ❑ Pit Elevation 96.7 Depth to SHWT 26 inches
Depth (in) Texture fragment % matrix color redox color consistence grade shape
0-20
Loam
<35
10yr3f1
Friable
Strong
Blocky
20-26
Clay Loam
<35
2.5y413
Friable
Strong
Blocky
<35
loose
loose
single grain
35-50
friable
weak
granular blocky
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
X35
loose
loose
single grain
35-50
friable
weak
granular blocky
firm
moderate
prismatic platy
>50
rigid
strong
I massive
4080 Bayside Road Soil Log 93
❑ Boring ❑ Pit Elevation Depth to SHWT
Depth (in) Texture fragment % matrix color redox color consistence grade shape
<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
<35
loose
loose
single grain
35-50
friable
weak
granular blocky
>50
firm
moderate
prismatic platy
rigid
strong
massive
<35
Ioose
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 hereby certify this work was completed in accordance with MN 7080 and any local req's.
Rusty Olson's Soil & Pere 810
signer Signature Company License #
SEPTIC SYSTEM INVENTORY
Site Address: 4080 Bayside Rd PID 06-117-23-14-0014
Owner Name: Mark & Monica Harrington
Owner Address: 4080 Bayside Rd Maple Plain MN 65359-
BuildingTvpe: residence Installer: Widmer Bros., Swedlund, Coppin Plbg.
Date of Permit: 1018187, 619195
Svstem Tvpe: mound BR's Designed for 3
In Musa?: No Shoreland?:
SEPTIC TANKS:
Material: precast concrete Capacitv: 1000, 1000, 1000, 1000 Tank Filter:
DRAINFIELD:
Treatment Area: 100*50 Soil Boring: yes DF Ht above Wt: 3
WELL DATA
Setbacks - Well Tanks: 60 Well DF: 60 Report In File: Depth:
INSPECTION RECORDS
Date Notes - -
11/1/2005 OK
6/9/2003 no surfacing,replace septic tanks cover,fix wiring
5/29/2001 no surfacing,secure septic lids
11/12/1999 no surfacing, pump tanks
7/28/1997 final -mound addition (10'*62' rock)
6/12/1995 add septic tank (3rd of 4 tanks)
8/9/1993 no surfacing -pump tanks
6/25/1991 no surfacing pump tanks
10/14/1987 replacement: installation
10/14/1987 replacement installation
_.-.- .._
PUMPOUT RECORDS
Date Ga llonsOfLiquid
I
10/6/2017 3000
9/20/2013 3000
8/30/2010 0
8/3/2006
9/1/2004
11/1/2001 2500
2/3/2000 2500
6/1/1992 2000
6/1/1992 2000
Tv mu