HomeMy WebLinkAbout05/24/2019 Septic Compliance Inspection h- # Minnesota Pollution Compliance Inspection Form
Control Agency
520 Lafayette Road North Existing Subsurface Sewage Treatment Systems (SSTS)
St.Paul,MN 55155-4194 Doc Type:Compliance and Enforcement
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(mm/dd/yyyy): 5/24/2019
}Q Compliant- Certificate of Compliance Noncompliant- Notice of Noncompliance
(Valid for 3 years from report date, unless shorter time (See Upgrade Requirements on page 3.)
frame outlined in Local Ordinance.)
Reason(s)for noncompliance (check all applicable)
❑ 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:
Property address: 310 Big Island, Orono Reason for inspection: Permit
Property owner: Bill Yaeger _ Owner's phone: 612-716-9096
or
Owner's representative: _ Representative phone:
Local regulatory authority: City of Orono Regulatory authority phone:
Brief system description: 2- 1000 gal septic&500 gal pump-plastic tanks with elevated trench
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.
Inspector name: Josh Swedlund Certification number: C1659
Business name: Sewer S,1"ices I;,.. I License number: 2502
Inspector signature: i/ 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 • 3/16/12 Page 1 of 4
Property address: 310 Big Island, Orono Inspector initials/Date: JS 15/24/2019
(mm/dd/yyyy)
1. Impact on Public Health — Compliance component#1 of 5
Compliance criteria: Verification method(s):
System discharges sewage to the ❑Yes ® No ® Searched for surface outlet
ground surface. ® Searched for seeping in yard/backup in home
System discharges sewage to drain ❑Yes ® No ❑ Excessive ponding in soil system/D-boxes
tile or surface waters.
❑ Homeowner testimony(See Comments/Explanation)
System causes sewage backup into ❑Yes ® No ❑ "Black soil'above soil dispersal system
dwelling or establishment.
Cl System requires"emergency" pumping
Any"yes"answer above indicates the ❑ Performed dye test
system is an imminent threat to public ❑ Unable to verify(See Comments/Explanation)
health and safety.
❑ Other methods not listed (See Comments/Explanation)
Comments/Explanation:
2. Tank Integrity— Compliance component#2 of 5
Com•liance criteria: Verification method(s):
System consists of a seepage pit, ❑Yes ® No ❑ Probed tank(s) bottom
cesspool, drywell, or leaching pit.
® Examined construction records
Seepage pits meeting 7080.2550 maybe ❑ Examined Tank Integrity Form (Attach)
com.liant if allowed in local ordinance.
Sewage tank(s) leak below their ❑Yes ® No Observed liquid level below operating depth
®
designed operating depth. Examined empty(pumped)tanks(s)
If yes,which sewage tank(s) leaks: ❑ Probed outside tank(s)for"black soil"
Any "yes"answer above indicates the ❑ Unable to verify(See Comments/Explanation)
system is failing to protect groundwater. ❑ Other methods not listed (See Comments/Explanation)
Comments/Explanation:
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 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats
wq-wwists4-31 • 3/16/12 Page 2 of 4
Property address: 310 Big Island, Orono Inspector initials/Date: JS 15/24/2019
(mm/dd/yyyy)
4. Soil Separation — Compliance component#4 of 5
Date of installation: 6/1/1998 ❑ Unknown Verification method(s):
(mm/dd/yyyy)
Shoreland/Wellhead protection/Food beverage Soil observation does not expire. Previous soil
lodging? ®Yes ❑ No observations by two independent parties are sufficient,
unless site conditions have been altered or local
Compliance criteria: requirements differ.
For systems built prior to April 1, 1996, and ❑Yes ❑ No ® Conducted soil observation(s)(Attach boring logs)
not located in Shoreland or Wellhead
Protection Area or not serving a food, ❑Two previous verifications (Attach boring logs)
beverage or lodging establishment: ❑ Not applicable (Holding tank(s), no drainfield)
Drainfield has at least a two-foot vertical ❑ Unable to verify(See Comments/Explanation)
separation distance from periodically
® Other(See Comments/Explanation)
saturated soil or bedrock.
Non-performance systems built April 1, ®Yes ❑ No Comments/Explanation:
1996, or later or for non-performance
systems located in Shoreland or Wellhead Boring:
Protection Areas or serving a food, 1-12" 10YR 3/2 Loam
beverage, or lodging establishment:
13-42" 10YR 4/4 Clay Loam
Drainfield has a three-foot vertical
separation distance from periodically 43-63" 10YR 5/6 Sandy Loam
saturated soil or bedrock.* No Redox
*Prior design borings included also*
"Experimental", "Other", or "Performance" ❑Yes ❑ No Indicate depths or elevations
systems built under pre-2008 Rules; Type IV
or V systems built under 2008 Rules(7080. A. Bottom of distribution media 24"
2350 or 7080.2400 (Advanced Inspector
License required) B. Periodically saturated soil/bedrock over 62"
Drainfield meets the designed vertical C. System separation over 38"
separation distance from periodically
saturated soil or bedrock. D. Required compliance separation* 36"
Any "no"answer above indicates the system is *May be reduced up to 15 percent if allowed by Local
failing to protect groundwater. 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.
Compliance criteria
a. Operating Permit number:
❑ 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(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
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 • 3/16/12 Page 3 of 4
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INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET
FLOW Estimated Sewage Flows in Gallons per day
A. Estimated I `4O gpd (3.. yp
measured --- x 1.5= - gpd N oft" Ill
--- I Type Type III Tlve
r
WICTAANK
VOLUME 2 ' •
B. /�r_�j O ,�tl gallons 3 1 300 zu iso
1450 300 218 �'
4 600 375 256 y,j�
SOILS(Site evaluation data) 5 1750 450 294
te
C. Depth to restricting layer= -`)•-rt' S'-o' feet 7 j o 0 1 6600 370 Type I.
D. Maximum depth of system C-3 ft= Ix"'Co 30" feet 1 8 1 1200 1 675 408 1 m
E. Texture /-"q`AN'^1 Percolation rate 3l•1 MPI 'columns
F. SSF ?,•�.o sqft/gpd
G. Slope _____°/0 Sep*Tank Gp,ades lhn galbts.
Liquid capwoy
N,mhanf Minimumliyuid tigwdopaarywun with dhs(s t&
TRENCH BOTTOM AREA f-Vi.ar'11,-117 ..5
-. 8T.5. . Cao rveatcdisposal ursunr,de
H. For trenches with inches of rock below the pipe: 2 iK lers
3,• 7r0 II25
i WOO !sin I5W21xx1
A x F= l.Ko x a•"). =-15°/Cy sq ft of bottom areaT`"„ _ 1 3000
I. For trenches with 12 inches of rock below the pipe:
A x F x 0.8=_x_x 0.8=_sq ft of bottom area Soil Characteristics and Required Areas
J. For trenches with 18 inches of rock below the pipe: for Sewage Treatment
A x F x 0.66=-x x 0.66=_sq ft of bottom area Percolation Rate in Square
K. For trenches with 24 inches of rock below the pipe: Minutes per loch Soil Texture feet per gallon
A x F x 0.6= x_x 0.6=__-sq ft of bottom area NM per day
BED BOTTOM AREA Faster than 0.1• Coarse Sand --
0.1 to S Sand 0.83
L. For seepage beds with 6 or 12 inches of rock below the pipe; 0.1 to 5 Fine Sand•• 1.67
sq1.5xAxF=1.5x_x_=_ ft of bottom area 61°15 Sandy Loam 1.27
'16 to 30 Lour 11.67
31 to 45 Silt Loam 2,00
ROCK VOLUME IN CU FT ±16-11°60-_ Clay Loam .a7_11_017)Slower than 60'•• Clay ----
M. Rock depth below distribution pipe plus 0.5 foot times bottom area: • soil too coarse for sewage veument
M=Rock depth+6 inches x Area(H,I,J,L,K) use systems for rapidly permeable soils.
( +0.5 ft)x = cu ft ••Soil having So%or more of fine sand
plus very fine sand.
ROCK VOLUME IN CU YDS •••Soil wills too high a percentage of clay for
N. Volume in cu ft divided by 27
installation of an inground standard system.
M+27=cu yds -27= cu yds
ROCK WEIGHT 6 finches 0%iReduction*
O. Cubic yards times 1.4=tons 12 inches=20%Reduction
N x 1.4=tons x 1.4= tons 18.inches=34°fo R•educfion
24 inches=:40%-Reduction
SYSTEM LENGTH *sizing for'graveness:tench
P. Select trench width= :i•o ft
Q. Divide bottom area by trench width: (H,I,J,or K)+P=
lineal feet J,J.,'- t'-,t "�� Geotextile Fabric
'/I..+3lt� a N�.:- •'t;aati 6Keol-'''0'ca6y�by c
=13 lineal feet r, dkw;o+baa. $2"Rock Cover
asoabcV„1e a seri rYc
Q1. Gravelless Design r+-•�;?0 Sr4e z+
2%-t:67."!.-
�.bw,8 .w�a(:.p
A x F+(3 for 10"pipe,2 for 8"pipe,width of the Chamber) 2e o• ljit ea=:t.: I i:..tq 4 gD,5.0 4 t7rr}s€
X_____-1- = feet `p br.*¢ p.a4p;•
LAWN AREA °oaWAb,aet•t•; m• +o,
R. Select trench spacing,center to center= S feet ��k•:;.,.:,�..;�w•Pa90.;w�o04
S. Multiply trench spacingbylineal feet R x Q=sqft of lawn area P .,,,. ,
P Y pot acoc�.:• +�
Z x z =(oiwi 5 ft �:..br:r. a;,r,�..► d!9ro'rii
��!;r' •j,,rtz.ni.st•.w( iv, 3/4-2 1/2"
Q? f}Q�*.y�0i.�...b.a
LAYOUT(Use other side) 6'ip * *a.x�,..o, o c
+: 4.�.Q?a. ea4 a a. )
1.Select an appropriate scale;one square= feet. G.: i oj4`,�q,1°3''-w.4 URS \--,--5-.---
G.
4:�
2.Show pertinent roe boundaries,right-of-way,easements, p.:..-•. 4riuQ;a°a a To... y
property rtYtoavc •`a a +ood'c
3.Show location of house,garage,driveway,and all other � 0` " •
improvements, existing or proposed 18.36"Width
4.Show location and layout of sewage treatment system.
5.Show location of water supply well.
6.Dimension all set backs and separation distances.
S-P TESTING, INC. Steven B. Schirmers&Debra M. Schirmers
951 Katydid Lane NE•St. Michael, MN 55376• (612)497-3566
FAX• (612)497-5011
State License#394
LOGS OF SOIL BORINGS
Bill Yaeger
Lot 64&65
Morse Island Park, Big Island
Orono, Henn. Co., MN
Borings completed on 8-4-98, with a hand bucket auger.
BORING NUMBER 1-Elev.952.7-NO MOTTLED SOIL PRESENT IN THE BORING.
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 12" Gray brown loam 10YR 4/2
12" - 26" Brown loam 10YR 5/6
26" - 46" Brown loamy medium sand 10YR 6/4
46" - 70" Brown medium sand 10YR 6/4
70" - 78" Brown sandy loam 10YR 6/4
BORING NUMBER 2-Elev.953.9-MOTTLED SOIL AT 76"-no standing water present
in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 40" Brown clay loam 10YR 5/6
40" - 66" Brown loam 10YR 6/6
66" - 76" Brown medium sand 10YR 6/4
76" - 96" Rusty brown medium sand 10YR 6/4-mottles 6/8
BORING NUMBER 3-Elev.953.5-MOTTLED SOIL AT 60"-no standing water present
in the boring.
0 - 10" Topsoil dark brown loan-i 10YR 3/2
10" - 30" Brown clay loam 10YR 5/6
30" - 60" Brown loam 10YR 6/6
60" - 66" Rusty brown loam 10YR 6/4-mottles 6/8
66" - 74" Rusty brown sandy loam 10YR 6/3-mottles 7/1,6/8
74" - 84" Rusty brown loamy medium sand 10YR 6/3-mottles 7/1,6/8
Soil borings cont'd.
BORING NUMBER 4-Elev.953.3-NO MOTTLED SOIL PRESENT IN THE BORING
0 - 12" Topsoil dark brown loam 10YR 3/2
12" - 16" Gray brown loam 10YR 4/2
16 - 40" Brown clay loam 10YR 5/6
40" - 44" Brown sandy loam 10YR 5/6
44" - 60" Brown loamy medium sand 10YR 6/4
60" - 72" Brown medium sand 10YR 6/4
2