HomeMy WebLinkAbout05-23-2023 Compliance Inspection ReportCompliance inspection report form
Existing Subsurface Sewage 'T'reatment System (SSTS)
Doc Type. Compliance and Enforcement
Instructions: Inspection results based on Minnesota i'ol!ution Control Agency (MIDCA) requirements and attached suppor7ing
documentation — additional local requirements may also apply. Further information can be found here:
Property Information Local trackina number
Parcel iD# or Sec/Twp/Range: 3611823310013 Local regulatory authority City of Orono
Property address. 280 Wakefield Road. Orono. MN 55391
Ownerlrepresentative. Katherine Batina Owner's phone.
Brief system description Pte -cast Septic tanks and rock trench drainfiied
System status
System status on date (mmiddlyyyy)- 5123/2023
>: Compliant— Certificate of compliance"
—j Noncompliant— Notice of noncompliance
(Valid for 3 years from report date unless evidence of An immim--mt threat to public health and safety (ITl=HS) must be
an imminent Threat to public health or safety requmng upgraded, replaced, or its use discontinued within ten months of
removal and abatement under section 145A_04, receipt of this notice or v,,ithin a shorter period if required by
subdivision 8 is discovered or a shorter time frame exists local of or under section 145A.04 subdivision 8.
in Local 021inancc_)
Systems failing to protect ground water must be upgraded.
'Note: Compliance indicates conformance with Minn. replaced. or use discontinued within the lime required by local
R. 7080.1500 as of system status date above and ordinance
does not guarantee future performance.
Reason(s) for noncompliance (check all applicable)
❑ Impact on public health (Compliance component #11) — lmminent threat to public health and safety
Ell Tank integrity (Compliance component #2) — Failing to protect groundwater
Other Compliance Conditions (Con.piiance component #3) — imminent tfueat to public health and safety
i 1 Other Compliance Conditions (Compliance component #3) — Failing to protect groundwater
System not abandoned according to Minn. R_ 7080.2500 iCompliance component #3) -- Failing to .protect groundwater
Soil separation (Compliance component #5i - F<riling to protect gr�undc:�ater
f Operating permit/monitoring plan requirements (Compliance component #4) — Nom ornptiant - local ordinance applies
Comments or recommendations
(3) 1000 gallon pre -cast septic tanks. and 400r- Lin feet of Rock Trenches 36 inch depth. Tank baffles on first two tanks are
deteriorating and eventually need to be replaced_ Pump tanks every 3 years.
Certification
hereby certify that alt the necessary information has been gathered to dete[MMO the coanpliance status of this system- No
determination of future system peifOlMance has been nor can be made due to unknovvii conditions during system construction, possible
abuse of the system, inadequate maintenance. or future water usage.
By typing my name below, l certify the above statements to he true and correct, to the best of my knowledge. and that this information
can be used for the pufpose-(2fr)-a2 .essir3g this form.
Business name. Chip's 'Septic Senhce LLC Certification number: 4761
inspector signature- License number: 2064
(Ti)is ciocwnent !;as beer) electrowcaily s vnec?' Phone: 952-200-3176
Necessary or locally required supporting documentation
El Soil observation logs El, Locally required forms] Tank Integrity Assessment Operating Permit
Other information (list):
rwaw „ !,, 7,-ir eci a 0rvicc, ti.a able ir alternative formats
- rge 1 of.;
1. Impact on public health — Compliance component #1 of 5
Compliance criteria: Attached supporting documentation:
System discharges sewage to the 17 Yes E-] No —j Other.
ground SUI-faCe
Not applicable
System discharges sewage to drain l_-'] Yes L-, -j No
the or sur -face waters.
System causes sewage backup into Yes No
dwelling or establishment.
Describe verification methods and results:
Visual
2. Tank integrity — Compliance component #2 of 5
Compliance criteria:
System consists of F seepage pit. El' Yes 71 No
cesspool. drywell. leaching pit,
or other pit?
Sewage tank(s) leak below their El Yes E] No
designed operating depth?
If yes. which sewage tank(s) leaks,
Attached supporting documentation:
7 Pumped at time of inspection
Sewer Services
Name of maintenance business: Inc-
License
ncLicense number of maintenance business: 2502
Dale of maintenance. 05/23/2023
Existing tank integrity assessment (Attach)
(Date of r-nainteria rice
IVIM-r/dd;yyyyi (must be within three years)
(See foi7,n Instroctions to ensure assessment complies with
Miert R, 7082.0700 subp, 4 B (1))
1 ank is Noncompliant ;pumping not necessary -- explain below]
rL-1' Other
Describe verification methods and results:
Tanks were pumped out at the time of inspection Carne, a inspection on the first two tanks are showing dertenoration of the
concrete baffles and both tanks will need to be replaced in the future At this time it does not consider the tanks to be non-
complient PLIMP tanks every 3 years
'1'ttPS://v,,:,,,,-,.D('! stalu,mw,—, 651-296-6`103 ycl:! Dri,fawed rciay service
Avadab e 'r' WLCI native fo, mats
Po, 9 r, 2 of 4
3. Other compliance conditions — Compliance component #3 of 5
3a. Maintenance hole covers appear to be structurally unsound (daniaced cracked. etc.), or unsecured?
Yes FL,, No ❑ Unknovm
3b. Other issues (eieotncai hazxos_ etc; to immediately and adversely impact public health or safety? C; Yes E No [I Unkr,owr,
3c. System is non -protective of ground water for other conditions as determined by inspector? [I Yes Z No
3d System not abandoned in accordance with Minn_ P 70£0.2500? E] Yes (kj No
Describe verification methods and results:
Visual
Attached supporting documentation: Not applicable
4. Operating permit and nitrogen BMP* — Compliance component #4 of 5 E Not applicable
is the system operated under an Operating Permit`> Yas No If "yes", A below is required
Is the system required to employ a Nitrogen BMP specified in the system design? Cr Yes Z No If "yes", B below is required
SMP = Gest Management Practices) specified in tire system design
If the answer to both questions is "no", this section does not need to be completed.
Compliance criteria:
a Have the operating permit requirements been rnet? Yes ❑ No
I) . Is the required nitrogen BMP in place ana properly function ng'? Yes ❑ No
Describe verification methods and results:
Attached supporting documentation: Olpeiating Nefmlt (Attach)
t as uc<.�t,ir r._uS n,1 . ,,,;:3O0 4.G0 *657 316� .. p r ':ed' ,erv.Ce �r:at�fe: �alte.rn<,t°�rforrnar�
?one o;` 4
5. Soil separation — Compliance component #5 of 5
Date of installation 6,11811982
❑ Unknown
(mn? cscvyyyy)
ShorelandlWellhead protection/Food
Yes { No
Attached supporting documentation:
beverage lodging?
! ' ScA observation logs completed for the report (.Attach}
Compliance criteria (select one):
Two previous verifications of required vertical
separation (Attach)
_Fcsystems built prior to April i, 1996.
5ar
„' i Yes L� No
and not /Ocated in S770/eland or Wellhead
❑Not applicable (No sold treatment area)
Protection Area of not serving a food.
beverage or lodging establishment
Grainfield has at least a two -foot vertical
separation distance from periodically
saturated soil or bedrock.
5b Non-performance systems built April 1.
[ Yes =� No
Indicate depths or elevations
4996. or later of for non-performance
systems located in shoreland or Wellhead
A- Bottom of distribution media 36 inches
Protection Areas or serving a food.
B. Periodically saturated soillbediock > 72 inches
beverage. or lodging establishment:
Drainfield has athree-foot veMcal
C- System separation 36 inches
separation distance from periodically
G Required compliance separation' 2.4 inches
saturated soil or bedrock."
'May be reduced up to 15 percent if allowed by Local
Ordinance.
5c_'Experirnental . Other . or 'Perforrnance—7 Yes ❑ No
systems built under pre -2008 Rules,
Type IV or V systems built under 2008
Rules 7080 2350 of 7080.2400
(Advanced inspector- License required)
Grainfield meets the designed veirtical
separation distance froTi periodically
saturated soil or bedrock.
Describe verification methods and results:
Used soil probe to complete soil borings and inspect morind
Upgrade requirements: (fylinn. Stat. § 115.55) An iminment threat to public health and safetil (17 -PHS) must be upgraded, replaced,
or its use discontinued within ten months of receipt of this notice of 1r✓ithin a sho✓ter period if required by local ordinat>ce. if the
system is failing to protect ground water, the system inust he upgraded. replaced. or its use discontinued within the trine required by
Coca( ordinance If an existing system is not failing as defined in lav✓. and has at least two feet of design soil separation. then the
systenl need not be upgraded, repaired, replaced.. or its use discorrtFnued nottivithstanding any local ordinance that is inure strict.
This provision does not apply to systems in shoreland areas VVeilhead Protection Areas. or those user,/ in connection with food,
beverage. and lodging establishments as defined in lav✓-
_ ..tc^� .. _ r ,i'._matGe �c;�.ro.s
• P.7ge,; of
Chi tbf, No? -Ib Sbo7c o i
Laki, 111nnotonko
POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
CONTRACTORS
G,ty Orcinarci: No. 210 requires that r.tich oil-sIlc in Orono tX! inspected on it regular busts, 1 -he sewac-
traliTnAtIrl system at 11'e abovr address hl;i� D"n i rispecien, onclip, afS to fall it io Me ca!fgoi-V 'J'ucked lwlo,
11 his is 1�4-a n existing stmij SYstvo', lleVl
1 meels 01 c- cec,05 current City ',tand"irdt it, ail r""'pec", 70 design, co('*SI; --tion, and location, AI)rKtars ;o vxC operating
properly.
F-1 2 D(-` not ro'>,.' ail it (,,IV Six dofils 4,-)r neeit cont siriict-on 11978 Cridr,) hut ni most aopedis to I* desli"nod,
oc4ilec, and constructed q(irciri!ly in i-cordanct.t w,'rh pi,evj()js rode.,
jppevs to be, Lloctioning DfoCcrlv: no major
upqradmq of the system is rvqoire(I w 'W", hrnf�
3 Do -es not —!ei cu,,vnt City Gi,inijaro5 it, inany ii'sfC-C�atOtlltl 10 de 3n, k.chth"'ciloo, 01 f0cAliOn 'Iupvais
adequately at this t,me, :)u! has J, '1,iln potuntiai to, fi,,tafh PfobiQUIS NO Major uogradmiqof
this tlmo
174 Sy`t`!n;naymay or ;"� 'hot I,r..-,Ion M 10,", 6T 10,11 , b,, 1 S tai n 9 T(-', ,), 0 treat and
dispow of itic current n,)w, anc.,
wiili�t supply, o: is a ("wce ol PO; uhorto sxtacil, or nrovndwaurs, or is
c1cal-9 rr s,)fa`v haul id, nij,R)hcC.
'J!8w cowocl tfic cj ns;'W'co, to mrcU,is syslam repa".
replacement procsfdurvs!I is testing velli us"pHy be requited, rind a design and site pi,,In
most be submitted for rc—h,. Your coniraoter must obtain i bQio,e
� , *, ,
work (s starteid-
SYSTEM_CON_DMONN Checked memsems !-nay rrq�j,, y � ijri(, wnl
TanX'pection indicates
'i,impout not needed at this
Solids accumulation ir tanks indicates they should tye pump-
ed out this year to help prevent future l)robjeuns.
Solids cccun-iaition in tanks 1:, at n criUcnt ever- I arks
should be pumped out as soon as possible,
CJ System is discharging to surface. Tanis must 1>e pumped
within 48 hOLHS to ohminate, surface jischarge,
Inspection risers trussing -tanks could not t)e
inspection risers fie'" die. pipe) n est he instatirid m !,Icri tank
at next f,t,mfx)ut. If ranks hoi.v not lxen ol't "'th't,
the last three years, They should be pun,peo out no.,,
InzPcct(Dr, P;;>e is tocated directly over tank t3afllia, '()oc& not
accurate measurement of So,ids accumulation., If tanks
ir,av6 not tw.n pumped out within the last three vears, they
should be prhpa.,d out now.
Drbinjiwo ins')0cuo" indicates
`t *-t3rainfreld is drv, no surfacing evident
Some evidence of surfacing, not cnicai yet.
Cirainfieid is a-,writec and mitly discharging untreated
effluent to the surface. This con0 1 T,on may require replace.
111,1,41 or additions to drainfiold, Contact Z, e C' -'y lnstX!cto:
complewo V.wl 90 days.
LJ (; u9�nfteid extent and condition unknown,
SITE CHARACTERISTICS
L I (o I - jirlq S.I(r i-iiC.I011,Svstern
S011, Coi;,ib,t,ties for
E xpans,o,)
o, itJ,
Xlo
Lot -ze
_J
Poo-
t- Laku, wel'arld, or sti-ei"n,
Dr ar nage
SY SIe-, is O lswq -blc
-r! ric", (1, sch af 9,
COMMENTS
Date of
Note in the event that this insf)eclio,i rej),,W IS Ushf', to sallirl"fog a no'Ickigt, m 01hU tlll'lSfrl 0' P,01-lerTY, at),,Sed that
this report doos not guitrant(?c or c-l.f,, that an 01i'll-0 to, f"nczlorl but slC rely an 0oirion of the a(ieq,,rcy
of the SYSTF.hh under chr,t!nt cnricii'o"s u0stld On
®i Observation Log
12.1
()N% ner Information
lllopenAddic"i) 1'11)� 111cl-soll I'Ac DI-l\c'
Soil SurNeN Information refer to attached soil s,
Ti;i Outvlac'l"Allu'V11AP'n Organic i Bedrock
ch-lu'oe'T
11�lmkctlpu po�ilioll: suirill't Sic, SIOD,- 1 slope
�suii aunt: I -imp
Soil Loo 41
Ptt Depth to
1 C\w1c mliltri\ Color ed0\ C01M, consistence L�radc shape
11 aNic
eak
1'11"'k"
;ahIc
-ate
J)'"malic t 1;1[\
low'e
Ise
Cal,
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eA
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yid
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looseloose
c ' ik
3
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i J
lilORL
ollimcnt':
Soil Loo 42
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of if ig Ptt Id C\ fItiol I Lk 1) t i I t I)
Depth I [I I I C\ttwc ira'-'Inent
I )11MII';1\ colter rt:do\ color collo tcllcc u'rade shape
looso
loose
Z-1
mod'el atI,:
jm'llmllplal,
rk2id
loosc
CA
mod cl all-,
it
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o
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ea
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al 11
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1110dcf-alc
Ll s7
S11,0112
Soil Loc" 4'3
Boi ng Pit DI:p1h IoSIM I
Depth (inn FeMiffe fraument 111aII*I\ Color col0l, COPS11"Clice --"rade shape
looc
modc'ralc
id
t
3.Z
\I,
LIT No"1%
'trow-,
cak
null hh,�
zU
Ma"ITC
0 o'�'
trill
I I I od c rat e
prI III at),:, 1) a" N
r: d
st ro I) L
iIMI�I\ c
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loose
able
ca k
krrate
hrcanali� Kiat)
ron
hO Chl ccrrlfl.i 111?1c ItOl'4 if a\ a, c 111/1
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Chip Septic scrN lc; I I C
2064
Lic,,msc �:
Map Unit Description Lester-Malxdi complex. 6 io 12 percen" scoples. erose :)!,
cow -"W Nllnriesota
MINT-MM111
L70C2—Lester-Malardi complex, 6 to 12 percent slopes,
eroded
Map Unit Setting
National map unit symbol: 8124
Elevation. 800 to 1.080 feet
Mean annual precipitation: 23 to 35 Inches
Mean annual air temperature: 43 to 50 degrees F
Frost -free period. 124 to 200 days
Farmland classification Farmland of statewide irnpoftance
Map Unit Composition
Lester. eroded, and similar soils. 60 percent
Malardi. eroded, a i i d similar soils. 25 ,_�e rce n t
Minorcornponents, 15 percent
Estimates are based on obsel-vations, descriptions, and transects of
the, inapunit.
Description of Lester, Eroded
Setting
Landform. Hills on moraines
Landform, position (two-dimensional): Backslope
Down-slope shape. Linear
Across -slope shape. Linear
Parent material: Till
Typical profile
Ap - 0 to 7 inches, loam,
Bt - 7 to 38 inches. clay loam
Bk - 38 to 60 inches: loarr,
C - 60 to 80 inches. loam
Properties and qualities
Slope, 6 to 12 percent
Depth to restrictive feature.- More than 80 inches
Drainage class. Well drained
Capacity of the most limiting layer to transinit water
fKsat): Moderately high to high (0.60 to 2.00 in/hr)
Depth to water!ao/e. More than 80 -Inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate. maxirnuta content: ent. 25 percent
Gypsum. maximum content 1, percent
Available water supply. 0 to 60 inches: High (about 10.5 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group. B
Natural Resources So Si;! -,/e" 5i25,2023
Conservation Service N"t1011a: co"")erall"e Soil S'irw,"
Page 1 of - 3
Map Ljnli Dlescflp:'011 LesTer-r"I'llarcit coni[)Icx (-; :o 12 perce,� srop; s erode. -
Minnesota
Ecological site: R1 03XY02OMN - Loamy Upland Savannas
Forage suitability group: Sloping Upland, Acid (G1 (-)3XS006MN)
Other vegetative classification: Sloping Upland, Acid
(Gl03XS006MN)
Hydric soil rating. No
Description of Malardi, Eroded
Setting
Landform, Hills on moraines,
Landforn? position ("wo-diononsional). Shoulder
Down-slope shape. Convex
Across -slope shape. Convex
Pal -OW /NatUy'-fal, OWWaShl
Typical profile
AP - 0 to 10 Inches. sandy loam
B1 - W to 15 inches sandy loam
2Bt - 15 to 29 Inchesloamy coarse sand
2C - 29 to 80 inches. gravelly sand
Properties and qualities
Slope. 6 to 12 percent
Depth to restrictive feature. More than 80 inches
Drainage class, Somewhat excessively drained
Capacity of the most limiting layer to transmit water(Ksal): High
(2,00 to 6,00 in/hr)
Der)ffi to water, table, More than 80 finches
Frequency of flooding: None
Freclue:ncy of ponding. None
Catch,wn carbonate. maximum content 30 percent
Available water supply. 0 1") 60 inches Low (about 4.3 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (no,,D;rrigatoo`), 4e
Hydrologic Soil Group, A
Ecological site. R103XY019MN - Sandy Upland Savannas
Forage suitability group . Sandy(G103XS022MN)
Other vegetative classification. Sandy ('G103XS022MN)
Hydric sc-,il ratinc;. No
Minor Components
Terril
Percent of map unit, 12 percent
Landform. Hills on moraines
Landform position (lvvo-dimonsional), Footslope
Down-slope shape. Concave
Across -slope shjape,. Linear
Ecological site, F i 03XY029M N - Footslope/Drainageway Forests
Other vegetatie ciassiflcation Sloping Upland Neutral
(G103XS002MN)
Hydric soil rating. No
Natural Resources e," i- - SoSir - - - - ' __ - '_ - - - _ ___ - __ - _ "
;! vey 5/2512023
Conservation Service Na!ia,,il ,'(f _Sw sur'e"" Page 2 of 3
Map Unii Descm,,tion L.es:e--NIalaroi comiDley, ,o :1
Hamel
Percent of n3ap w-mr: 3 perc.eni
Landform. Drainageways on moraines
Down-slope shape. Concave
Across -slope shap,,;. Linear
Ecological site,, F 1 03XY029MN - Footslope/D rai nag eway Forests
Other vegetative classification. Level Swale. Neutral
(G103XS001 MN;
Hydric soil rating: Yes
Soil Survey Area: Hennepin Cointy, Minnesota
Survey Area Data: Version 18, Sep 6. 2022
-----------------
Natural Resources 'A'e",
5' 125, 2 023
Conservation Service �Ik�cna.! C��o,,e e, 'o SIc", &rvey Page '� of 3
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Sevier Services Inc. 25648 200th Street - Belle Plaine, JMN 56011 - 9S2-873.3292
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