HomeMy WebLinkAboutseptic info . ' ,��t ��F�neso=a Po�!Ut�°n Compliance lnspection Form
�'�:= Control Agency
s�o�at�yecce Road rtorch Existing Subsurfaae Sewage Treatment Systems
5G?aUl,MN 55155-4194 �SSTS�
Doc Type:Compllence and Enforcamenf
�tErEIVED
Instructions: Inspectlon results based on Mlnnesota.Pollution ConVaf Agency(MPCA) For local tracking purposes:
requirements end attached forms-addiUonai local requiremenks may afso apply. A�D � � �O�c
Submtt completad form ta Locat Unft af Govemment(LUG)and system owner f1 I\ J
wlthln f5 days
CITY OF ORONO
Sysfiem Status
System status on date{mmlddlyyyy): t-} --�,1. .��
❑Compliant--Certificate of Comp{fance �Noncampliant-Nottce of Noncompllance
(Valld for 3 years from report dafe,uniess shorter ttme (See Upg�ade ftequlrements on page 3)
frama ouUlned!n Local Ordlnance.]
Reason(s)for nqncompliance(check all appficabie} -
❑Impact on Public Health(Compliance Component#!)-lmmtneqt fhreat to pub(Ic health and safety
❑Other Compitance Conditions(Compllance Companent�f3)-Imminent threat to pubflc heaflh andsa(ety
■Tank integ�ity(ComplJance Component#2)-Faqing to protect groundwater
❑Other Camp(iance Conditlons(Compliance Component Ik?)-Failing fo prrmtecf groundwafer
�Soil Separatfon(Complfanca Componenf#4)-Fa!ltng fo protect groundwater
❑OperaUng permit/monitoring plan requiremenis(Compqance Gomponent#5j-Abnaompifant
Praperty information ParcellD#orSedT'wplF�ange: ��1�s-��1�VL,.a Q.co ,
Property address: �50 2�nS�oFng-i c.�r��rc-�, ���,c v Reason for inspection; ��z--��(.(-�G{����—�,�
Property awner. � �-.t�AW�..i 4a�i���n r.a • . , Owners phone: q S a��h� ,.�a q!i�
ar ' -
Owner'srepresaniative: __���.�C',�t�Z�„ RepresentetNephone: �-z,_q�p_ �U3o.
Locel regulatory authority: Lt-(-( ��f p p-�y„�c) Reguletory authority phone: q!a-ay.g�y�vo
BriefsystemdescripNon: ��,So+�1VOv�.,1 sF��yC�-S�c-S r�c�� I R��4.(�p•s.tiw ,r,- ��,,,�q �„�5�,�,�
Comments or recammendations:
Certification
1 hereby certlfy that sll the necessery information has baen gathered to detsrmine the camp0ance status of thls system.No
daterminaGon of future system padonnance has been norcan be made due to unknown condfGons dudng sysfem construcdon,
posslble abuse of the system,lnadequafa maintenance,orfutura water usage.
inspectorname: �{{�jy�it�1 ✓,�j,•�L'1�S'4�t�r5lD�-� Cerdficationnumber. _ .fo.�,!�
Business name: -�� 11�— L{cense aumber. ?,ci�-�'
Inspector signatute: +..�� �.��r^ Phone number. 7to� �t}c�r}-�c, �
:
Necessary ar Locally Required Attachments
��Soil boflng logs �SystertVAs-bullt drawing ❑Fortns per locel ordinance
❑Other,informaUnn(list):
WWYt,pCa,Stdte.mtl,US � 451•296•6390 � 800•657•3864 � 'f7Y 651•181•5331 or 800�65T•3864 � Avaltable Irt altemative formats
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Property2ddr�ss: �D ��U..�R'�� �P.o
�nepector i�ttiatslDate:���'l�,
'(. Impact an Publlc Heaith—Compliance component#1 of 5
Compilance criterla: Verfflcatton method(8):
System discharge sewage to the ❑Yes �No ❑ Searched for surtace outlet
round surface. � Searched#or seep(ng in yardibackup in home N�
System discharge sewage to drain tile ❑Yes (]No � ��g$�e ponding in soii system/0•boxesµ�
or sur�tace"'are�g' ❑ Homeowner testimon
Y(See Commanfs/�kpianaHon)
System cause sewage beckup into � Q Yes (�No � �Biack soil"above soli d;spersai system�.1c�
dweiling or establishment. ,(] System requires'emergency pumping
AnY"Yes"answer abova fndtcafes fhe system/s � P�rfO�ed dye test
an lmminenf Threat to Publlc Healfh and Safety. � �nable to verify(5ee Comrr�entyExp�eRatJon)
. ❑ Other methoda not ilstad(See Comments/E�rpienatlon)
Comments/Expfanaflon: !-1va5 c% �iw�Q-��
2. Tattk Itltegrfty—Compliance component#2 of 5 •
Compllartca cdteria�_
System consists of a seepage plt, �erlticatton method(s):
cesspool,dryweil,or feachfng pit. �YeS �N0 � P�Obed tank(s)bottom
Seepape pttsmeaNnp7080.25SOmaybe 0 �emfned ppnstnJctloll recpr�g
can !larrt Hailawed In tocalorrlinence. ❑ Examined Tank lntegrity Form(qttach)
Sawage tank(s)leak beluw thelr �YeS �Ha � flbserved Iiquld fevet below opereting depth
desinned operatinq de th. � Examlrted em
!f yes,which sewa e teak s leaks: PtY(Pumped)tanks(s)
8 {) ❑ Probed ouis(de tank(s)fo�"black so(I'
Any��yeg��anSWer aboYB IDdIC8tes fh8 I� Unable to vsrify(See Comments�ExplanaUon)
sysfem/s Falling fo Protect Qroundwafer. ❑other methods not I(sted�see co,r,menrs�Xaenseon�
CommentetExplanaUon: �✓fi�l�, Lfr�4�F►N� ti,Qaass� ,aip.S .(.t�,v�
cofsv_.�� �4-+�wit3�.iu� �-5 h�tir.��, �e qfC� Ft�wt'4Go
. . . , 'GQJJSG�WjJ��o'lJ�}\%�..U�.o-15°f1r
3. Other Comp(iance Conditions—Compifanca component#3 ot 5
a. Maintenancs hole cove�s are demaged,pg�,u�red,or appear.to stnxYurapy unaour�d. ❑yey+
nx u �No ❑Unknown
b. Other issues(elecaicalharerds,etc.)to immedlatety ehd advpiselY hnPeat public health ot sa{ety. ❑Yey �No ❑Unknown
"System is an imminent lhreat to publlc heslfh and saWty
Expiain:
c, System is non•protedlve ot ground water{or ower��yons as determined yy t�spe�o� p Y�, ��o
'Sysfem Is IaJling to protect qroundwater
Explain: �
1'tYtW�QCd,St8tt,11111,US � b51•296�6300 � 800�651•3964 • � TTY b51-282.5332 or 800�b57•3864 • Avai(able in altemative formats
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Prop�rtyaddress: �_��J c�a���o�� U��*�%-' InspectorinttlaislDate:'��7 4�)3�1.5�
q, Soil Separation--Compllance component#4 of 5
Date of.installatlon: )`�°l2- ❑Unknown ' Veriflcaflon method(s):
3horelandlWeflhaad protectioNFocd$ev�rage (�YBS �No Soll obsarvatlon does not expire.Previous soil
�od9i�9� observations by two tndependent parNes ere sufficlent
Com fianca critesia: unfeas slte crondrtiorrs have been altered or local
requfrements d3ffer.
For systems buift pdor to ApAI l,4896,and �Yes �No qonducted solf obaervaUon s g
not tocafad in Shoreland or Wephead � ( )(Attach borfn togs)
Pmtec6orr Area or not serving a food, ❑ Two previous veriflcations(Aftach bodng Iogs)
baverage or lodgtng establishment: ❑ Not appl(cahle(Noldfig tenk(s),no drelnfield}
Drainfield has at Eeast a two-foot vertfcal [] Unabla to vedfy(See Comments�ExplenaGon)
saparatlon d(stance from periodicaily Q Other(Sea Comments/ExpfanationJ
saturated aoii or badroc�Cc.
Non-pedomtance systams bu1R Apri11, 0 Yos �No Comments/F-�cplanaHon:
1996,orlaterorfornon-perlormance
systems lacated In Shoreland o�Wefthsad
Protectlon Areas or sarving a food,
6everage,or fodging esta6llshmenf: •
Dreinfleld has a three-foot vetticai
separatton dtstance from pedodically
saturated so1(or bedrock.'
°Experimenfal;'Othe�;or 'PeAormancs' ❑Yes ❑No IndiCate de thp s af eievittfolls
systems 6ulJt u�der pre-2008 Ru1es;Type!V 5cs� .�"?�7�5�
or V sysfems butk undar 2008 Rules(T080. A. Bottom of tlisMbuUon media ,�•� �,.S.-� .,3's+�
2350 or 7080.2400 (Advanr.ad lnspector
License requiredj B, pedodkal satureted eolUbedrark $�����
Dreinfieid meets the designed ve�ticat C. S atem se arntbn +3���{ . ''
separaUon distance from periodfcally
saturated soil or bedrock. o. R uirod can uance sa aratlon• ��d I
Any"no"answer a6ove Jnd/cates the system ts- •Mey be reduced up to 15 percent If ailowed by Local
Fallfng fo Protecf Groundwater. ord�nance.
5. Operating Permit and Nitrogen BMP`-CompUance camponent#s oi s �(Not appUcable
is the syatem apareted under an Qperatlng Pertnit? ❑Yes ❑No� if"yea",A betow Is requfred
is the system required to empiay a NiUogen 8MP?• �Yes ❑Nd if"yas",8 6elo�x Is required
8MP=Best Management PrsoBce(s)spacllted!n!hs system destgn
if ihe answer to both quesUona is"no",th�s sec!(on does nof nesd!o be completed.
. �
Com itanee crite�ia
a. OperaUng Permit number.
Have the O era8n Permtt r uirementa been met? 0 Yes ❑No
b. is the re uired nitr en 8MP in lace and ra eri functbnin ? Yes No
Any"no"answerindlcates Noncompllanca.
Upgrade Requlroments(Mlnn.Sfet§115.35)An Imminent threst to publfc t+ealfh and safety(ITFHS)m�st bs upgraded,replaced,or fts use
dlsconGnuad wtthln fen monfhs oliscelpt of thts notke w wlthln a shortorperfod Il requ(red Dylocal ordlnance.tl the system 1s lalling to protect
ground wate�the system muat be�pCraded,�aPfeced,or Hs�u dlsconflnued wlthin tha Nme requlrod by lacai ordMance.1!an exlstfng ayatem
!s not(alifny as deflnad Irt law,antl has at best hvo laet of design eofl sepereUaL�n fhe sysfem need rwt be upgreded,repaired,rapleced,or
Its use dlsconGnued,nohwfhstenUmg any locef onlinartce tAet!s maro etrh�.7Afs provfalon does noYeppfy to systems(n shoretand areas,
Wetlhead Profection Areas,or those used!n connect�On x9th h�od,bevere9e,end 1cdDln9 establlshmenta as deflned Jn lew.
W1VIY,PCd.state.filll,US � 651•296�6� � 800•b51-38b4 + TKY 651•292-5332 oc 6fl4-657-3864 • Avallable tn attemattve tocmats
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SP TESTING /NC.
Steven B.Schirmers —951 Katydid Lane NE—St.Michael,MN 55376
Cert.No 627 — State License#394 — Phone 763-497-3566 — Fax 763-497-5011
www.sntestinA.wastewater@comcast.net— schirmerswastewater.com
SOIL BORING PROFILE
Shawn Bergerson
50 Cristofori Circle
Orono, MN
Soil borings completed with a bucket auger on 3-15
SOIL BORING #1 - ELEV.97.0-M4TTLED SOIL PRESENT AT 6" into the
original soil (surface)-STANDING WATER PRESENT iN THE BORING at
50". '��s•��,eu*tia-<��-+�. w��-1� s�'�1�l�w�r4
0 - 4" Fill soil loam
4" - 6" Fiil soil medium sand
6" - 12" Eroded-Dark 6rown laam 2.5Y 3/2-
distinct mottles 10YR 6t8
12" - 18" Eroded-Gray brown loam 2.5Y5(2-
distinct mottles 10YR 6/8
18" - 22" Eraded-otive brown loam 2.5Y 5/3-
distinct mattles 10YR 6/8
22" - 26" Eroded-olive gray loamy sand 2.5Y-
distinct mottles 10YR 6/8
26" - 34" Eroded-olive gray loam 2.5Y 5/2-
Distinct mottles 10YR 6/8
34" - 42" Eroded olive gray brown loamy sand 2.5Y 5l2
Distinct mottles 10YR 6/8
42" - 60" Original soii dark brown loam 2.5Y 3/1
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SOIL BORING#2-ELEV.95.4-MOTTLED SOIL PRE$ENT AT the
surface- NO STANDING WATER PRESENT IN THE BORING.
0 - 6" Fill sofl loam
6" - 't4" Fiil soil medium sand
14" - 28" Original soil dark brown loam loam 10YR 3/2
Distinct mottles 10YR 618
SOfL BORING #3-EI.EV.97.5-through the mound.
0 - 10" Fill soil loam
10" - 24" Fill soil medium sand
24" - 30" Original soil Blue gray loam (from septic) 8 dark brown
Loam mixed 10YR 3/2-dlstinct mottles 10YR 6/8
SOIL BORING #4- ELEV.9T.4-through the mound.
0 - 10" Fill soil loam
10" - 24" Fill soil medium sand
24" - 36" Original soil dark gray loam 2.5Y 3/2-
Distinct mottles 10YR 6!8
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2011purplecode Mound Design
wHnv.SepticResource.com (vers 12.6)
Property Owner: Shawn Bergerson Date: 4/13/2015
Site Address: 50 Cristofori Ctrde PID:
Comments:
instructtons: �=site specific'rnput �=adjust Sf desired �=self-calculated(DO NOT ADJUST)
i� �bedroom Type � Residential System
z) 750 GPD design ftow
3� No Garbage disposal or pumped to septic 2-1250 gallons
a� 2500 GaL Septic tank(code minimum) 2500 Gal Septic tank(design size/LUG req'd)
Tank options: none
s� 1.2 GPD/ft�mound sand loading rate
6> 10 ft rockbed width 62.5 ft rockbed length
» 3.0 fY laterat spacing 3.0 ft perforation spacing (maximum of 3 for both)
end feed manifold connection
a� �laterats 6fl.5 feet long 21.0 perfs/laterat 63 perfs total
(112 a perf ineans the first perf starts at the middte feed manifold)
v1 1/4" inch perfs ai �feet residual head gives 0.74 gpm flow rate per perforation
for this perf size&spacing,&pipe size on line 12,max perfs/lateral= 25 ,line#8 must be less--> OK
io> 4.0 doses per day {4 minimum)
i p 188 galtons per dose (treatment votume)
�z> 2.00 inch diameter laterats(or smaller)will meet"Sx pipe votume"
2.00 inch diameter taterals(or smaller)must be used to meet"4x pipe volume"requirement
2.OQ inch diameter laterals(or smaller)will meet"3x pipe volume"
t3� 55 feet of 2.0 inch supply Une leads to�9 gallons of drainback volume
(Tip:"cop feed"manifold to control the drainback)
ia� 197 gallons TOTA�pump out volume(treatment+drainback)
is7 15 feet verticat lift from pump to dispersal area,leads to a:
ib� 47 GPM @ 24 feet of head, Pump requirement (note:>50gpm may require an extra 3-6'of head)
i7} 1250 gal Dose tank(code minimum) 1250 gat Dose tank{design size/LUG req'd} at 20.00 gpi
teads to a
is) 9.9 inch swing on Demand itoat, or timed dosing of 4.2 min ON (confirm pump rate with drawdown
(to deliver Average flow, 66%of Peak design flow) 9 hrs OFF test and adjust as necessary)
�y� 12 inches from bottom of tank to"Pump OFF"float
zo) 22 inches from bottom of tank to"Pump ON"float,or 12 inches to'Timer dN"float if time dosed
2t> 25 inches from bottom of tank to"Hi Level"float,or 35 inches to"Hi Level"float if time dosed
z?) 750 gatlons reserve capacity (after High Level Alarm is activated)
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z3> 0.45 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of 2J (minimum)
(this must match the soit boring log) desired mound ratio 2.7
za� �percent site slope (0-20%range) �(%downslope site slope,if different than upstope)
zs� 12 inches, or t.0 ft.to Redox or other limiting condition (need at teast 12"to be a Type I)
Treatment zone contains�0 inches of Q%soil credit,and �inches of 50%soil credit. Giving a:
zb� 24 inch,or 2.0 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONSl1!
z�> 27.0 ft.Total ABSORPTION width (sand beyond rockbed)
zs) 0.0 ft,upslope and sideslope
77.0 ft.Downslope
Individua!siope ratios give BERM widths(topsoil beyond rockbed}of:
29J 4:1 upslope ratio 12 ft.upslope berm
30� 3:t sideslope 15 ft.sideslope berms
3p 3:1 downslope 23 ft.downslope berm
32� Overall Dimensions: 10 f[.wide by 62.5 ft. long Rock bed
45 ft.wide by 43 ft. tong Mound footprint
4"ins�ection pipe
18"cover on top
U slo e herrn �z Rownsto e berm 23
12"cover on sides
(6"loamy cnp&6"topsoil)
2.p Clean sanci(ift
1.0 Dep.l��ta Lii�iit:in�,
___..__ ��.____.
, __.__...._
Lin'nEi�7=.;C�ndihon -. _ .__
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.,._.__.._,._t___,....._--.-._.--
Absor tion Width Z�•� -- .
Note;
For o to 1%stopes,Absorption bYidth is measured from the Bedequatty in both directions.
For slopes>19b, .�bsorptfon Width is measured downhitt from the upslope ed,e of the Bed.
�}J Rock Bed:
10 ft.by 62.5 ft.by �9 inches under pipe,plus 20%gives 28 yd'or"1.4= 39 ton
3a� Mound Sand: (note:volume is based on 3:1/4:1 slope from top of rockbed,Exchange sand for toamy cap if desired)
41.4 up + �pp,� downslope + 16.9 ends+ 56.7 under rock= 258 yd'or'1.4= 361 ton
plus 20%
ss� Loamy Cap:
41 ft.by 89 ft. 6"deep,plus 20%gives 87 yd'or'1.4a 113 ton
3E� Topsoit:
45 ft.by 93 ft. 6"deep,plus 20%gives 93 yd'or•1.4= 130 ton
I hereby certify[hat I have completed this work in accordance with atl appt{cabte ordinances,rules and laws.
�� S�''Q'��iS.1l> {J.LL , 3�14_ 4/13/2015
Designer Signature Company Licensetl Date
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Installer Summary
2500 gallon Septic tank(minimum) Tank options: none
1250 gatton Dose tank(minimum) at 20.00 gpi
47 GPM� 24 ft. of head, Pump required
9.9 inch swing on Demand itoat or 4.2 mSnutes ON time 8 �hours OFF time
22 inches from bottom of tank to"pump ON"float,or 12 inches to"timer ON"ftoat
25 inches from bottom of tank to"Hi Level Atarm'float
55 ft. of 2.0 inch supply line with end feed manifold connection
(Tip:"top feed"manifold to contro(drainback)
24 inth,or 2.0 ft. Sand Lift Maund
10 fc.wide by 62.5 ft. long Rock bed
3 laterals 2.00 inch diameter 60.5 ft. long 3.0 ft. la[eralspacing
1/4'" inch perfs 3.0 ft. perforation spacing
No Effluent filter&alarm
3 dean out 8 valve box assemblies
27.0 ft.Total sand ABSORPTION width (sand beyond rockbed)(minimumJ
0.0 ft.upslope and sfdeslope
17.0 ft.Downstope
Specific stope ratios give BERM widths(topsoil beyond rockbed}of:
4:1 upslope ratio 12 ft.upslope berm
3:1 sideslope 15 ft.sideslope berms
3:1 downslope 23 ft.downslope berm
4"inspeckion pipe
18"cover ori top
U slope berm 12 Dovmsto e berm 23
12"cover on sides
(6"bntny cap&6"topsn�)
z.O C�E'�I15Gl1CI ITLI _`
.. ——..
1.0 � De(:,th [o �srt;iLins;
L�rrsttin� (ui.i.._.. . __.._ �
clition - ___.. ._ .,_...._-_
_ _ _.__.
27.0 _.....__,. _ .__.._.__._._
Absor tion Width --`-- �--
�lote:
For 0 to 1%slopes,Absorption W�'dth is measuret{from the Bedeqitally in both directions.
Far stopes>1%, Absarptron Width is measured downhilt from the upslope edge of the Bed.
Rock Bed: 28 Yd'or'1.4= 39 ton 9 inches under pipe
Mound Sand: 258 yd�or'1.4= 361 ton calculation based on 3:il4:1 slope from top of rockbed
Loamy Cap: 89 yd'or'1.4= 113 ton 6"deep
Topsoit: 93 yd'or'1,4= 130 ton 6"deep
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INSPECTOR CHECKLIST - mound
50 Cristofori Circle
� WELL se�backs: 20'to pressure kested sewer line (5 psi for t5 min)
50'to everything 100'to dispersal area with shallow well
PROPERT'Y LINES secback: 10'to everything
Road setbeck: outer ditch,or 33'from center of township road,or 65'from center of cnty road
LAKE i BLUFP saback: 2fl'for bluff. Lakes:GD_,RD_,NE_. Protected wettand_.
Buiiding sec6acks: 10'for everything, 20'for dispersal area.
WATER I.iNE under pressure se 10'to bed,tank&sewer line.{else sewer line>12"below)
� Sewer line&baffle conneCtion (no 90's, 3'between 45's, slope min 1"in 8',max 2"in 8')
(no depth req's, clean out every 100', Sch 40 D2665 or F891}
� Septic tank and risers (water tigh[,insutated,proper depth,existing verified by pumping)
mfg 2500 gallons none
Riser over outlet, riser over inlet, 6"+inspection pipe over any remaining bafftes.
No efftuent filter 8 alarm
Dose tank risers and piping (water tight,i�sutated,proper depth,drainback}
mfg 1250 gallons
� dose pump 47 gpm 24 head VERIFY Pt1MP CURVE 4.2 min ON 9 hr OFF
� ftoat setting drop 9.9 inches
LABEL pump requirements and drawdown on riser or panel
Cam lock, weep hole, supply line access (no hard 90,pipes reachabte from grade-30")
supply pipe sloped 1/8"+, supported by sch4Q sleeve, and buried 6"+.
splice box/control panel/electrical connecttons
flow measurement:CT,ETM,time dosed,home water meter
B mound rock dimensions 10 X 62.5
Sand lift depth 24 inches. (Jar test:2"sand leaves<1 J8"silt after 30 min)
� Absorption Sand beyond rock O.Q upslope 17.0 downslope
� 8ermed topsoit beyond rockbed 12 upstope 15 sideslope 23 downslope
� cover depth of 12•18"+ VERIFY
3 laterals (1-2'from edge of rock)
2.00 inch pipe size
3.0 ft lateralspacing
8 1/4" inch perforations (smaller is ok}
3.0 ft perforation spacing
Air inlet at end of laterats, and at top feed manifold. VERIFY
dean outs (no hard 90's)
4"inspection pipe to bottom of rock,anchored VERIFY
Abandon existing system if necessary C7Re•use existing tank certification
monitoring plan and type
wett abandonment Form if necessary
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UNIVERSITY �;� (
OF MINNESOTA OSTP Soil Observation Log P�o;�t�o: �,Z.o�.Za ¢ A��,�-
Client/Address: Shawn Bergerson,50 Cristofori Circle,Orono Legal Description/GPS: i
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Soit parent material(s): (Check a{t that apply) ❑ o�� ❑ ��� ❑ � 0 rll ❑ Nluvium ❑ aedrodc ❑ organic ro�ter
Landscape Position:(check one) � �m�T*t � sha,i� ❑ sack/Sde S�ope ❑ r•oot sloPe ❑ roe s�ope S(ope shape
Vegetation wooded Soit survey map units ErC Slope% Elevation: 91.4
Weather Conditions/Time of Day: Ctear 2:30pm Date Q4/13115 I
Observation#lLocation: #1A Observation Type: Auger
Depth(in) Texture ROCk Matrix Cotor(s) Mottle Color(s) Redox Kind(s) lndicator(s) �""""Structure-----------I
Frag.% Shape Grade Consistence
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0•10 loam 10YR 3/2 ', ° Granular ', Weak ; Priable t
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10-16 toam 10YR 5/2 Granular ; Weak Friable �
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16-98 loam � 10YR 512 tOYR b/8 Concentration� Granular ' Weak Firm
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18-30 : clay loam i 10YR 5/3 ' 10YR 6/8, tOYR 7!1 ',�oncentrations,; 51 prismatic ' Moderate Firm
depletions
-- � - � ----_.. .. _-- -_ ._ _ _..__._ ....-----
�y � �Concentrations
30-48 cla loam 10YR 6/3 ' 10YR6/8,10YR 7!1 � depletions 51 Prismatic Moderate Firm
-�- I �
I --�-- ;- --__�- _ ' _._.. __.__ I —_. ----
' �
� I �
. � _____.__ _... __..____._...
; � ,
Comment5
I hereby certify that I have campleted this work in accordance with ail applicable ordinances,rules and iaws.
�C'Cnl S3.SC. vH ��1��'•�� 3�+�1
((Iesigner) (Si nature) l.icense# �(Date)
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b '. ' �
Additional Soil Observation Logs �r ��
Project ID: x n��:,..�,,.. _�._.,\``- �
�
Client/Address: Shawn Bergerson,50 Cristofori Circle,Orono Legal Description/GPS:
Soil parent material(s):{Check all that apply) ❑ �yash L� tacustrine ❑ tnes� C r6 [ Niuvium ❑ eedrock (J organic Maaer I
Landscape Position: (check one) � summit ❑ sha,Iaer ❑ sacWstde Siope ❑ rroot SbPe ❑ Tce sroPe Slope shape �
I
Vegetation wwoded Soi!wrvey map units ErC Slope% Elevation: 89.1
Weather Conditions/Time of Day: 2:30pm dear Date 04/33/15
4bservation#lLocation: #2A Observation Type: Auger
Depth(in) Texture ROCk Matrix Cotor(s) Mottle Color(s) Redox Kind(s) Indicator(s) �"""""Structure-----------I
Frag.% Shape Grade Consistence
� , �
0-8 toam ' 10YR 3/2 � ' I ' Granular Weak ; Priable
; ; ,
, -- , -_.._. ,_.._...�_....._.-,_ -+--
8-16 toam 10YR 5i2 ', j i Granular � Weak Friable
t6-ZO loam 10YR 5/2 10YR 6/8 ', Concenirations 51 � Prismatic Weak I Friable
20-30 day loam f 70YR 5/3 10YR 6/8,10YR 7/i '�O��entrations,( 51 �: Prismatic , Moderate j Firm
_deQletions_. � ' �
- - -..._..______--- -t ---- - ----- '
30-36 ctay toam 10YR 5/3 ; 1QYR 6/8,10YR 7/1 Concentrations,; ST � Prismatic � Moderate Firm
i ' depletions_..-,- -- ! '
Comments
Observation#I/Location: #3A-etev.92.6 Observation Type: Auger
Depth(in) Texture R�k Matrix Color(s) Mottle Cotor(s) Redox Kind(s) Indicator(s) I--------Structure-----------I
Frag.% Shape Grade Consistente �
0•8 i loam tOYR 3/2 ( , Granular � Weak Friable
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8-16 loam tOYR 5/2 '; Granutar ': Weak Friable
„ _---_ _ _ __-- - - ---- -
i . '- -��----� .Concentrafions,
16•20 day toam T ; 10YR 5/3 10YR 6/8,10YR 7!1 51 ' Prismatic , Weak , friable -- -- -- - -- --
de letions
- --—___ _ .._.. _....... .... _...-- ---- — -
20-36 clay toam I tOYR 6/3 tOYR 6/8,10YR 7/1 ,�oncentrations, 51 � Prismatic ' Moderate Firm
deoletions
j ------ ! ----- -.____
j � i
-- -- __ ------- ' - - - - __----
i —�------- __ ___ _ _._ __-- ------- _ -
i I
CommenEs
� " ;�;�� � � ;
Additional Soil �bservation Logs project ID: y � �` L� ���� !
!
Client/Address: Shawn Bergerson,50 Cristofori Circle,Orono Legal Description!GPS: '
Soil parent material(s): (Check all that apply) ❑ �+ash ❑ �acvstrine ❑ �s � ru ❑ aiu�um ❑ eedrodc ❑ organic rtatter i
Landscape Position: {check one) � summrc ❑ snouioer ❑ BadqS�de SioPe ❑ �oot siope ❑ Tce Sbpe Stope shape I
Vegetation wooded Soil survey map units ErG Slope% Elevation: $8
Weather Conditions/Time of Day: clear 2:30pm Date Q4/13/15
Observation►tJLocation: #4A Observation Type: Auger
�--------Structure-----------�
Depth(in) Texture F�k% Matrix Color(s) Mottle Color(s) Redox Kind(s) Indicator(s) �ape Grade Consistence
p-g � loam � 10YR 3J2 � � Granular Weak F�able `
� __ ____ —_ �
_ _—__._ —..._.
_ _ __
8-14 ; loam I tOYR 5/2 Granular Weak Friable (
_ �_._ _—�--
�—r ....._ _......_—.....__ z
- --— Concentretions, � �
14-28 day loam tOYR 5/3 10YR 6/8, tOYR 7!1 51 Prismatic Moderate F'rm_ —
i de letions ----_._ ___ - E
; ___�—__... .__ -
------ Concentrations, �
28-36 day loam , � 10YR 6/3 tOYR 6l8,10YR 711 ��tions 51 P��tic Moderate Firm �
:._ -----
_...__._. .
i I
' � �
Comments
Observation#lLoca[ion: #SA 88.1 Observation Type: Auger
Rock 1-------Structure-----------I
Depth(in) Texture Fra4 % Matrix Cotor(s► Mottle Color(s) Redox Kind(s) Indicator(s) Shape Grade Consistence
0-10 � loam ', 10YR 3!2 ' , Granular � Weak � Friable
, —_._....__— - -- - - ---
-- ...----- ---
_ . _
_. -
10YR 512 � Granular Weak Fria e
10-12 loam �
_ --- - —
-- — _ ...._
--- - T Concentrations,j
12-20 ttay loam tOYR 5!3 10YR 6/8,10YR 711 S1 Prismatic ' Moderate Firm
� deptetions � � _.__ _...._
__ :.._ ---
-- -i � rConcentrations, �—
20-36 day loam 10YR 6!3 10YR 6/8, 10YR 7/1 S1 I Prismatic Moderate F»
, depletions �.__�__I___ --._.__,
I
_..---_ .___
_ �._ �
,
� ' ' --
� ,
_._..___ ._...__ -- (
_ .....�__-----
----� , I I
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Comments
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SP TESTING INC. ,�, � fiY,
Steven 8.Schirmers —95i Katydid Lane NE—St.Michaei,MN 55376 ������rt '2Q��
Cert.No 627 — State License#394 — Phone 763-497-3566 — fax 763-497-5011
wwwsptestinA.wastewater@comcast.net— schirmerswastewater.com d[�C) -� � ����
f�r-rq
`CITIf(�F ORf9N0
April 13, 2015
INVOICE
Shawn Bergerson sber erson@wscm.net
50 Cristofori Circle
Orono, MN
Compliance inspectlon &winter charge $ 450.00
Design new on-site sewage treatment system � 700.00
TOTAI. $1150.00
PAID IN FULL
Thank You
Steven B. Schirmers
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SP TESTING 1NC.
Steven 6.Schirmers -951 Katydid Lane NE-St.Michael,MN 55376
Cert.No 627 - State License q394- Phone 763-497-3566 - Fax 763-497-5011
www.s testin .wastewater comcast.net- schirmerswastewater.cam
April 13,2015
8hawn Bergerson
50 Cristofori Circte
Qrano,MN
A Compliance inspection was compieted for the exlsting on-site sewage treatment
system located on this property. TMe system consists of 1-1250 8� 1-1000 gallon
septic tanks, 1-1250 gallon pumping chamber&a pressurized mound system built in
1992. SB#1 fpund mottled sotl(redox features)at 6"into the originai soil(less than
12"mottled at the surface). Boring#2 found mottied soii at the orFginal soil
(surFace). These soils are located in an area of a drainage swale. SB#3 found the
original soil at 24", elev.95.5&the bottom of the rock bed at elev.85.9 leaving.4'of
sand below the mound 8 a.4'separation from the bottom of the systam & redox
features. SB#4 found the originai soil at 24",elev.95.4 8 the bottoin of the rock bed
elev.95.7 leaving.3'of sand 8.a.3'separation. This system is classitied as non-
compliant due to not meeting the required separation from the bottom oi the rock
bed 8 redox features. The bench mark used for the inspection was the top ot the
maintenance hale at the pump tank.
A tank Integrity report was completed which found the concrete to be crumbiing
above the water Ifne 8 ground water entering the tanks after the frost. These tanks
are classified as non-compliant&will nesd to be replaced. Causes for the concrete
to crumble are strong disinfectants,antibacterial soaps,et.
This onsite sewage treatment system Is designed for a Type i system,7ype 1,five
bedroom home in accordance with the Minnesota Pollution Control Agency chapter
708d& locai ordinances.
7he west end of the rock bed will be 10'trom the toe of the mound to the property
line. The aborption area at the west end will be 25'from the property line.
The west property line wili need to be located prior to installatfon.
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The soils on this site are a clay loam. The seasonaliy saturated soil,mottted soil
(redox teatures)were present at a deqth of 12"to 16'. A pressurized mound system
witl be installed. The bottom of the treatment area must be located at leaat 3'above
mottled soil.
A pumping chamber will need to be installed to Iift the effluent to the treatment area.
The power supply 8� switches must be located outside the manhole&pumping
chamber in a weather proot enclosure. A warning device must be installed with a
light 8 sound device,tMis is in case of a pump failure.
The manifold 8 supply line must have back drainage to the pumping chamber. The
distrlbution pipes shail have their ends capped. Be sure the rock 8 sand itil material
are clean. The sod layer below the entire mounded area must be turned over,just
break up the sod.
If the tanks have less than 2'of cover,the lids, risers&malntenance hole covers
must be insulated to a value of RiO.
Cleanouts for each lateral must be insulated &be accessible from finished grade in
an irrigation box with a ball valve.
All neighboring welis are located greater than 100'away from the proposed
treatment area.
Keep all heavy equipment off of the proposed treatment area betore and after
construction. The traatment area shouid be marked off before construction. 7his
design Is not valid 8�the system wtll need to be relocated if faiture to protect the
sites for new on-s[fe sewage systems.
MANA(3EMENT PLAN:
The tanks need to be maintained at a minimum of 1 time every 2 years,check with
you pumper to set up a schedule.
System inspected for areas by owner 8�or Inspector as determined by the local unit
of 6overnment.
Any other requirements as determined by the locai unit of Government.
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With proper installation &maintenance,t6is system should have no problem in
treating septic eHluent effectively.
Nothing other than human waste,toilet tissue,laundry,showers,water softners etc.
shouid be disposed of into the system. Recommend iron filters be diverted out of the
system.Garbage disposals are not recommended. Exceasive amounts ot soaps,
antibacterial soaps,cleaning agents,shower cieaners usad every shower&chlorine
agents may kill the bacteria needed to treat septic etfluent. Additives are not
recommended. Recommend laundering be limited to 3 to 4 loads per day.
Thank You
��' ���.
Steven B.Schirmers
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O , o CITY OF ORONO
-3�� .�
,a � Municipal Offices
�` ;p'� �, Street Address Mailing Address:
'C� G'�' 2750 Kelley Parkway P.O. Box 66
'�9 �y�i Orono,MN 55356 Crystal Bay, MN 55323-0066
kESHO
To: The Current Owner of Address 50 CRISTOFORI CIR
City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a
periodic basis. The onsite sewage treatment system at the above address has been inspected and
the following is known about the system. A sketch of the known components of the system is
available for most properties at the Orono City Hall.
Imminent Public Health Threat
Yes �No
If yes, please contact the Onsite Systems Manager at 954-249-4626 within 10 days of receipt of
this notice. The septic system must be brought into compliance within 90 days. Failure to do so
will result in referral to the City Attorney for legal action.
System Identified as Non-Compliant
Yes �No
If yes, system must be brought into compliance by:
December 31, 2007
December 31, 2010
Other
Septic Tank(s) Pu out Needed
Yes
No
The city recommends the septic tank(s) and/or lift tank be serviced and pumped out every three
(3) years. City recards indicate the tank(s) were last pumped out on �— (�-0�-�
The tank(s) should be cleaned through the manhole and not through the inspection pipes, this
allows for proper cleaning.
Comments:
�
Inspector: ,�v�� � Date of Ins ection: "v�
P O
Telephone (952) 249-4600 • Fax (952) 249-4616
www.ci.orono.mn.us
� • • �
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To: Orono residents on mound type septic systems
From: Willie Gibbs, ISTS Manager
Date: May 10, 2006
Re: Landscaping Do's and Don'ts for Mound Systems, Quick Reminder
Do plant and maintain a full cover of grass and keep mowed to a normal height, this grass cover aids
in the evaporation of large amounts of effluent (the liquid left after the "othe�' stuff has been removed)
in the summer time and allows the mound system to help breakdown nitrogen in the effluent.
Do water the grass over the mound in extreme dry conditions, sparingly.
Do avoid unnecessary foot traffic over the mound, mow it and stay off of it. This is especially true in the
winter time. Even human foot traffic can cause frost to penetrate the mound resulting in potential
freezing problems.
Do inspect your mound system annually for winter kill, (reseed if necessary) animal damage,
(burrowing) or signs of potential failure.
Do not plant trees or shrubs on the mound system, smalier trees and shrubs may be planted at the
edges. Remember, that sunshine is the key to a healthy maund system.
Do ask questions, if you have any concerns or questions concerning your mour�d systert�
please feel free to call me, I can be reached at 952-249-4626.
1
�,
:-� °�\�
,���o ������������
- �I�Y of �R��TO
�i � r :;- _ �
� ' , :=
, ti i Municipal Offices
"�" F� � ,�� � ,�, ,:
'� � < �`;- �:',� G '' Street Address: q5a-a4q—y6� � Mailing Address:
��'_��`�kE����'�:%� � 2750 Kelley Parkway P.O. Boz 66
'��---� Orono, MN 55356 Crystal Bay, MN 55323-0066
�� � � � � ��
To Current Ov,mer: Address: �� � � � � �� ` C-%3 ' � �\�,
City Ordinance 199 requires that each existing on-siie sewage treatment system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked belo���.
SYSTEM COI�TFORMITY (1-3): �
1 "CODE SYSTEM" An ISTS which meets all the locatiou,design and construction standards of die current Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono
Municipal Code but does meet the three foot separation requirement or two foot reyuirement for s}'stems installed 1996 or earlier;and
which is not failing or an imminent threat to public health or safety.
3 "NON-COMPLIAI�TT SYS1'EM" A prohibited ISTS;an ISTS located within a designated 100-yeaz flood plain,any ISTS which may
or may not meet all the location,design,or construction stanc�rds of the current Orono Municipal Code and which is failing for any
reason;and any ISTS with less than three feet of unsaturated soil or sand behveen the distribution device and the limiting soil characteristics.
TAI�'I�CONDITION(5-7}: �
Tanl:inspection indicates:
5 Pumpout not needed at this time.
6 Septic tanls must be pumped out thiy year (city code recommends tanl:s to be pumped out once every 3 years.
Tank was last pumped 6 � �� )•
Make sure septic tanks are pumped throuah manhole and not throu�h white inspection pipes. This allows for the proper
cleanina Keep water softner and iron filter discharge out of septic svstem to prolon�life of drainfield. Ask pumper to test
alarm float to verifi�alarm is still workin�in your ho�+se. The alarm warns owner that septaQe is about fo backup into basement.
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia. pipe)must be instal]ed in each tank. If
tanks have not been pumped out within the last three years,they should be pumped out now.
DRAINFIELD CONDITION(8-10): �
8 Drainfield is dry,no surfacing evident.
9 Some evidence of surfacing,not critical yet.
10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
COMMENTS: �c_:' M�� �I 1� ��I iL-S� -
: c ��'�:
� - �r - � � �� ���;.��.
Date of Inspection Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mor[gage or other transfer of property, be advised that tl�is report does
not guarantee or certify that an existing system will continue to function properly, but is merely an opinion of the adequacy of the system under current
conditions based on the available information.
� O�
-� O O �
�� ���� =��� - ' CITY of ORONO
„
' ', �.��-- =� I
'�1� �F1 � � �,
'� ,1��,�� �4`;�'� ,�ti Munic;pai offices
'� ,i, ,�-!�':ti61r �j
��r,;q��`� Street Address:
� �i Mailing Address:
�Egg04 2150 Keiley Parkway P.O. Box 66
Orano, MN 55356 Crystal Bay, MN 55323-0066 �
To Current Owner: Address:__�O �-�:Sta�-pf • �:(�.1�
City Ordinance 199 requires that each existing on-site sewage treahnent system in Orono be inspected every two years.
The on-site sewage treadnent system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY 1-3 : I
1 "CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the cunent Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal
Code but does meet the three foot separation requirement or two foot requirement for systems installed 1996 or earlier,and which is not failing or
an imminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may
or may not meet alI the location,design,or construction standards of the current Orono Municipal Code and which is failing for any reason;and
any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION(5-7): �
Tank inspection indicates:
5 Pumpout not needed at this time.
�Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years.
Tank was last pumped �d'y—R� ).
Niake sure seatic tanks are aumped throuah manhole and not through white inspection aipes This allows for the
proper cleaning. Keea water softner and iron filter dischar�e out of seatic svstem.
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If
tanks have not been pumped out within the last three years,they should be pumped out now.
DRAINFIELD CONDITION(8-10): �
8O Drainfie(d is dry,no surfacing evident.
9 Some evidence of surfacing,not critical yet.
10 Drainfield is saturated and visibly dischar�ing untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
COMMENTS: N`c�� �� �o��S 0 �. Pvr-P St�'�� L �.^kS ,� -��.ey 1.�vL
r�c r 1�<<,. p �,�--�;� ...r.y�=� ��S�s- 'S yeyc�
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Date of Inspection Matt Bolterman - Septic System Inspector
Note: In the event that this inspection report is used to satisf}•the requirements for a mortgape or other transfer of property,be advised that this report does not guarantee
or certify that an existing system will continue to function prop�rly,but is merely an opinion of the adequacy of the system under current conditions bazed on the available
infortnation.
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
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��`����� CITY of ORONO
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� (�� `7. r�=�' �, Municipal Offices
��,�� 1{�:i�. �i�`�`'�'�G~ Street Address: M�ilin� Addross:
'��Hp4' 2750 Kelley Paricway P.O. Box 66
Orono, MN 55356 Crystal Bar, MN 55323-0066
Owner: S�Gw� d�,c'qers o� Address: S� C�r�Sfi'p-�or�. �-����e
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYST'EM CONFORMITY (1-3): �
Q °CODE SYSTEM�� An ISTS which meets all the localion,design and cons�uction startdards of the currecrt Orono ri�micipal Code.
2 ��COMPLIANT SYSTEM° An ISTS which does not meet all the location,design and constrvction standards oftha currecrt Orono Municipal
Code but does meet the three foot sepazation requirement,and which is not failing or an imminent threat to public health or safety.
3 ��NON-CONIPLIANT SYSTEM" A prohibited ISTS;an ISTS located withiit a designated 100-yeaz flood plaiq any ISTS wfuch may
or may not meet all the localion,design,or construction standards of the currertt Orono Municipal Code and which is failing for any reason;and
any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characttristics.
TANK CONDITION(5-10): 6
Tank inspection indicates:
S Pumpout not needed at this time. (,
OTank must be pumped out this year (city code requires tanks to be pumped ou4 svery 3 years. Tank was last pumped �—�'q D ).
7 Solids accumulation in tanks is at a critical a crilical level. Tanks shou(d be pumped out as soon as possible.
8 System is dischazging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspeded Inspection risers(4"dia.pipe)must be installed in each tank at nrat pumpout If tanks
have not been pumped out within the lut three years,they should be pumped out now.
10 Inspection pipe is located d'uecUy over tank ba81e(does not give accurate measuremeirt of solids accumulation). If tanks have not been pumped
out within the last three yeacs,they should be pumped out now.
DRAINFIELD CONDITION(11-14): ��
� Drainfield is dry,no surFacing eviderrt.
12 Some evidence of surfacing,not critical yet •
13 Drainfield is saturated and visibly discharging untreated eff]uerR to the surface. CoeRact the City Inspector immediately.Rzpaics must be
completed withirt 90 days.
14 Drainfield e�ttent and condition unknown.
COMMENTS: S�S�c M ��S O K
6-a� — o � ��c
Date of Inspection � Septic System Inspector �
Note: In the event that this inspection report is used to satisfy the requitements for a moctgage or other traiufer of property,be advised 1l�at this report does not guarazrtee
or certify that an e�sting system will continue to function properiy,but is merely an opinion of the adequacy of the system under cu�conditions baud on the available
info�rnation.