HomeMy WebLinkAbout030-2015-40-000 (3)Wisconsin Depa�nt of commerce
PRIVATE SEWAGE SYSTEMWandow,
°0°x SI Crol%
and Blood Decon
INSPECTION REPORT
624913
GENERAL INFORMATION
(ATTACH TO PERMIT(
slow PI.n Its No
Parker 11 do . On . '.a you MITI may be Hold for cowndred, wurymxyTrans ,. le°.(tlman B
t a, Name
PFISH
AB °
• MN
Sol
K Goebel&Janelle&emann-GOE
TOW NOF JOSEPH
030-201540-000
,mi
IN. Promposs, —S
.nr mnm. re 36 30 19.415A
TANK INFORMATION
ELEVATION DATA
TYPE
MANMFSCTURaqK;.s
CAPAITY
STATION
BS
HI
FS
EIEV
S°P°`
T ak,` • as F+
32�
mere93.
b
Losing
Alt B
ITe
Bldg sew°.
525
SAHt "'"
7.3S
90.7
0
TANK SEFBA &INFORMATION
SVHt Ounet
,51
9G'S9
TANK TO
P
WELL
BLOG
Io ARIm a
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Ol Inlet
Sepen
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J J
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7.97
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Blsl PIce
Relclna
all
PUMPISIPHON INFORMATION
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DIMENSI°SYSTEM
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TO
P/L
LOG
WELL
LAKEISTREAM
I
INFORMATION
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SOIL COVER x Pressure Synms Only Saw Mound Or MGnrte SYMMS Only
NET mW,n3-3.5t
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COMMENTS: (mclunewnemsmwncles.perwnsprew,t Art Wpenm°»t Inaceceon n2
Location H9WILLOW RIVER OR —rj -(+ 11'1 bat Lool l}5 ,Fro„L E J5
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Sanitary Permit Applicatio 1
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mu61E0.BtlIRO IIpantod ] tom. vibirS Sr" J yr
men plan bevel by plumber at) Jrw.w..c o. swfliWF_ _ GMaww Jm. N.
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SYSTEM PLOT PLAN
Gostl;ou=li ng sceptic System
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CONVENTIONAL COMPONENT DESIGN
INDEX AND TITLE PAGE
Pni Name
Goebel Accesory, Building Septic System
Owners Name
Brian Goebel& lanelle Blttman-Goebel
Owners Address
862 WJIow River Dnve
Hudson, W1 W25
Legal Description.
SEA, SW1/4, S30, T29N, R19W
Township
St Joseph
County-
St Croix
Subdivision Name.
NA
Lot Number
13 Black Number
Parcel I D Number 030-301540-000
Plan Transaalon N0,
Page 1
Index aM title
Paget
Plot Plan
Page
Septic Tank Specifications
Page
Effluent Filter information
Page 5
System Sizing & Crass SeRlon
Page
EZ Flaw lnformrtion
Page)
Management and astringency, plan
Page
Septic Tank Maintenance Agreement
Page
Warranty Deed
Page 10
CSM or Plat
Attachment
Sal Evaluation ReltM
Designer lohmSobmitt Licnese Number. MPM2237N
Date 7/16/20220,0 {� Phone Number' 715460-0486
Signature:,
Inf3round W1 Absorption Component Manual Version 2 0 SBD-10205-1) IN. a1A111
Page 1
SYSTEN
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TOP VIEW
um
W320—MR
TANK SPECIFICATIONS
Doloealm
vAu r
eorml: r
cow: a'
. T 1 - D. iAEusT couptElE gI9A
N 1 sa-AOD
IENGTII m- DD.
n w OD
BELOWft MIFT M I/1_ O.D
I1W01£I U'
YEIOIL ;6^O IBS
INLET W WR£T
♦ C/ -A-WE BWT M EW/
Gl U, CAST-A-4 BOOT M EWK
Wl A MT 7 B/iilF A nL1
YG W 4 KTUL nO
(0 I STALE$ SEF CIURn
UW WAOJ 004 N
LOQING XSW OU' UNUMRAWD SdL
Tl CM $ USED A
4 Rc/ NULVM'/ wW OR 9Yl(M
wwL ut XE R (w i )
Tw MIX Xs no (STRUGI rmf)
WSM1VRLD TAp
!OR LI TAME W WT WE L191c M
FOR API
ArrAD.m m _
rm.� Mrt.
mins Mmm n:
PL-525 Effluent Filter
III -52S loner
The PL-AB Flow s rated my 140110 GPD (gallon per day) mating done of the Is dint filters an us class It bag
525 tMear feet of 1/16- flllsation slots Llke Ne Polylok PLt22, the Polylok PL52.6 M1as an autottfotkshutN(hall
malall il with every Wier When the filter s mmaved for clearting the hall will Rost up and tem omanly shut off
the system so Ole effluent won'I leave the tank.
louvre.
• Rated for 10,000 GPD (gallon per day)
• 52.5 hnear(M of 1/16-hltration
• Accepts 4"and 6" 5CHD 4o pope
• Built in Ban deflector
• Automatic shutoff ball when filter in removed.
• Alarm Invisibility
• Accepts PVC erleremn handle
PI-Q31u.lallalv.n
Ideal for residential and commercial waste flows open
IRM gallons per day (CM)
1 Longue the outlet of the aepdc teM
1 Remove the took cover ard pump But if eveaaary
3. Glue the filter homing to the 4- or 6" outlet pipe If
thisfdter is not centered under the access opening urea
Polylok Extend Is Lok or piece of pipe to renter filter
4 Inert the PL 525 filter into as houamg
5 Replace and aeare the septic tank cover
N Pa\lamluoon.•-
The PL-525 Effluent Filters will operate efficiently for
several years order normal conditions before returning
cleaning It s recommended that the filter be cleaned
every time the tank is pumped, or at least every three
Years If the in1a11M filter amain an optiaml alarm,
the owner will be no60ed by an alarm when the filter
needs servlcmg Servicing shoild be don by a certified
septic tank pumper or dander
1 Locate the outlet of the mptic tank.
2 Remove fork cover and pump tank it necessary
3. Ito nq use plumbing when filter is removef
4 Pull PL-5]5 carendge out of g Ne M1ouem
5 Huge off filter over the aephc taha Make sure all
solids fall back into septic tank.
6. Inen the filter m figby bah into the housing mating
sure tile filty, a:property azy d and completely n Mi
2 Replace and secure septic tali cover
]/Ib" Flllrahun Slot,
Alumniiellch
)(I)rQII�G� �'! ItiNaaall
Ax1pia
Ighwwo H
I' PVC
Eartwm aw4
w as
loom
go under Ft
fllmem9w
Aortas HD40WN'Ash Knnal
Gag;;
Aww,,A,
S6uuCH GII
6Y. LkeI&Hen Nor, srml wily uvula
nM"invArn'sle"srhantlehm mlooiOngunw
Polylok. Inc 3 Fairfield Blvd. WallmgroN, CT Wr492 Tull Free 8]2]65.950 Be. 2142ga 914 wonewilylak.wm
page a
IN -GROUND GRAVITY DISPERSAL AREA
eipNc�aYj"""""
Wieser Concreb
Uniform Elevation Trenches with EZ1203HP Bundles
3-ft Trench (down -sizing credit)
e.w,.,mn)vamw.t
320
E1M.M FiN EIS'
PdNok
a,
eauni EurmE 525
saEcora
InNmn
TYPICAL TRENCH
CROSS SECTION VIEW
(No Scale)
OaaERJATION PIPE OETNL
/
Syswm Elwatbn ��R
ItypM) AIArf. ^e 3•W
minimvm 3fl
(/fyOr.'S. •• p
erwke
sep rstonh meen trenoM1
O /1
TYPICAL TRENCH CXNI ,m 03n
PLAN VIEW A :.. o..o
a 0
e�
(No Scale) 10 R
Perlw w Lateral
Ce t e
Itypimq praop mm)
—-----�------
_
M )
m
r B = 45 R
W
Mom)
O 0
INSTALL PER TRENCH. U130314BUMh
ryPd)
A
� 4 16R wMx@WREtsuua= 200 M Imm4imTa�'Syero.ac.)
W Pvniwa m n� W bar. rY:ube
25
+ _L� Sfl EUMIee®i5k EI8NuNt= a'
=Pmpwee EisA pntrnd�= 225 R'r Bwureaiio-swnAm=275 M D'sMttNon RAetl)otl
x trenches = Proposed Total EISA = 225 M�
RESET
Installation Instructions for
EZJIow Systems in Wisconsin
............................................
star Department of Commerce, Safely and Bull
D�„ why has analysed the ayermrakms apron press for tNs
P'odum and tlete W it to the In compliance wN chap ses
Comm Brz through Be, N asi Admen Code, and Chapters
a e1<5WICA,NascpySt &Is AasNsmustmeet Me $¢
— r u sm• a Local =- a�atarpaa as noted in
Iorsl regulators
The apprwM products ere 1111(3-17 bundles wltn pee In
render Mork m 5or 10' pool she I:ggNpl WMaa
oath pace in earn emLe in 5' or 10' bglhs
A mgk pqe Wnak cmlyn5 a icon urn pa0me ed pee sal
rounded by EPS aggregate and s held togethc math poly-
enlslmenot A single aggregate bundle contains ag3rap4
only and G help together man pnlyeMykne moving
MMeM act Eeuip Nw
• EZfi"Bundles
• EZnaw Geoo-ndeI
• Unity, meal pee Coopers
• and m, Header and Inlet
• Backnoei&carator
Installation ma suNcna
The estrucnans for mstyydm of EZIW baGods we given
below. This product must be Imuaoed In accordance MM state
rules cannot in members Comm BR mr0ugh 84, Manor M
mmrslrathe Code. and ThaPtars 145 and I W, sescmam slab
vitas, i. well as Me firl health deferments current d saan
I. After me lore) been decertment has datemmt sung,
cmfguaMn, yN lappet Iv the EIPwr systems, si9rt
Or mar wnh paint the cost of nnchea act Imes %
ideal to set correct I mrcd are. header are n ds-
frontier I and tench MRer ek dsome before msW-
Islet of pipe bundles.
2 RnTo`a plaints EZflcw snipial bags pnor to placing
bundles in me tranch(es) Remorse my plastic bags in the
hers before syl is commend
3 Ines wW= must form gent INi that mzus rt-
Rwrenents of s Comm l34 30 (6l (e), WG. al Code,
Insisted alrecfly or fold W me Product mM utentlng
down alkeg the apes of the Aral to a rant at al env
inches from the butmm of product
a sent installed in a search, be tench sMAd be all to
a well of 36,ndes This not only some labor in eacsw-
Im. bra also wakes better ked beamg mpa i y I
backnnng Is compete
t*EtfZad
wen
5 the Pbsnrptlon shed (50 Moneury for a Vien sae small
ba stand bred an sexual i primp¢ lawlGPi
tM Paimppl for the ata. It V in cltma is met, has
EISA suing son be pass in Wisconsin, reaching m a 40%
smaller annlMs.
B Pays EZMy, puMk(s) in the Ui cptPgnapm cep
pro.M by system tlesnaT cenna seasonal for the puAo .
as ads The top or cenknmost Iwikkc comet qa
are ry ply la end wM an mlemal are copse "
adatlmnal aggregate only bundles Mat may be re tired,
should be butted against he offer aggregall pn-
dke and do red r yore any type of connection.
T The lop of each GEO strayer contains a layer fal or
anufactured in 4iween the near and aegregas The
labnc is insenad In parent soil mWzim The mstaller
snag make sure Me we GEO is presented demand and is
in contact with the fabric cemented in fro adjacent chum
der thou a VVMb g
g The coolant Drommid Systems should be Insfelkd in a
MI born n aY dreams lbuM a moss y-0 abg the
tench b or and should fnnvx the ceniw r M Me gmuM
surface moral (Wdomt capon. bun a co bruous
adam ] I(uhl cyMnp postal pL¢d I to and,
rsth central Virdle distribution pee mtercmnecto],
wmwt any mn s. st.peo.,.a be rimer t.tat steps
g The trench tap sha'I be gonads amn vial rater ad cot
Pond I3swi0 should x salami m socket mmndpttly
and commission to reduce erosion.
10 Uflow EPS bundles are Ikhle rN I M in cunM
t due as may the norms ry b amid Imes, boulhrs, o'
D me Instal
11 EPS aggrel Is Ighter Men water, therefore t ought
be upenW only natural boganq forces wood tend b
cause EZkow assemblies to Poet out of ground wfien
perAmg ocars Fresh Viomence has slnwm. nowees
oral mis is not a problem when systems hasde a minimum
Of F of Sol cover as recommendetl by manufacturer
................. m................................................ m..m....................
Page 6
PAGE 4 OF 4
In -ground Gravity Management Plan
IMPORTANT
The other of this in9rwnd gravity system shell be responsible far Its Fampe l operation and maintenance pursuant to
requirements of SPS 381 Mac Adman Code Pursuant m SPS 333.52 (2), Wisc. Adman Cade, this system shall
be Considered a human hall hvsN If not mentioned in accordance wash Nie apprWed management plan.
Furthermore, all inapeNm and maintenance MmMes shall M performed by a registered POINTS anntalner in
accordance arm SPS 383 52 (3). Wisc. Admen Code.
Maximum Dispersal Area Opsretlna Limit :
Design Flaw• 150 gpd; sO0s5220ml TSSNIMmgC'; FOG 530 mi
Inams "Ch"Illis INSPECT EVERY 3 YEARS
type Of use
age of system
nuisance factors (i a. odes, uper comblada, arc)
mechemcal MalfunNon (1 a, pumps, Cover, scotches, gains, etc)
I material fatigue(r 6, loans, breaks, common, etc
solids volume in anaval treatment tanks) and any dleldbuton appunenenca(s)(i e, dlatpdNon I drop bovee)
neglM nimproper use (to.. exweUng de gn cepeciCee impact etlMa«,sec.)
extent of bonding in di9dbutlon WI pie to dosing
odeirg magurentes. if applicable P0,wrap reryaing, float awitUt mmws, bu 1
elecmcal components -d applicable (i iwring. connections, switchew s. nbdd s, mera. alarms. si
dienbution lateral or lateral tracer plugging (measure lateral d'real preuure — compare to design spxlfiw4on)
o euRece discharge of ehluenl or sawage bal Into structure served
Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary)
So "it be pumped by a remflM septage servicing cpratrc licensed under S. 2e1 CB wis.
SMU urban me edums of Muds in me tai nceees maglyd (w) me liquid remove of the 4l Or
as reputed by local Warrants gabosal of contents Mel be purwanl to Nfl 113, Wisc Adman. Code
o Effluent Mail shall be Inspected wary, 3 years and shall be Gamed when necessary to remove any
accumulated scuds according tomanufacturefsspeclticalions A Phi perlod voll sways be greater than 12
months
System maintenance repom shell be submmed to roe Proper mot government un31n accordance wiq
SPS 353.55 Mac. Admin. Cads. Region any component failure or meuuncllon m:
Name of individual r Company Schmitt 8 Sons Excavating, Inc. Phone 715-760-0488
Loral government unit St. Croix County Community Developement phpngi 715-386-4680
Low parental und abdreea. 1101 Carmichael Road, Hudson 2g, 54016
Any deMNva pan W his apbm shall be repaired, 2pabid, p Prepared Pearson W SPS W3 51(1), Wal Admm
node Repair or replacement of failed or metomica ang components Mall comply wl0 SPS 353, Mac Admin node
No product for Chemical or Physical aelcmtion of Ne POWfS may be used unless ough tl by Me department in
accordance with SPS 31N, Wisc Adman Code
Continency Men
In the event mat any hall Veemenl component M this POwl nnnW bo a peered, it WI be ry4pd puauent m
a plan SubminM a me appropneb Sgami renew and signal AmiWi"Mnddaperselmmprnemmaybe
abandoned and moacad by a cade-complying dispersal Component in a preeearraned area of suitable Pals.
system Abandonment
11 use of NIP PONTS Is discontinued II Mall be abandoned In accordance men SPS 303 33, Wec. total Code
It 1'NIII\f01 \11
It
Brian Goebel & Janelle Bittmann Goebel
„ 862 Willow River Drive. Hudson WI 54016
849 Willow River DriveSq-
t(p-mo
Hudson WI ,.030-2015-K-000
Se s:^, -_ ;. , 19. St. Joseph
/ 13
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STEEL'S SOIL SERVICE
Gary L SIM Jyw Leyo I 20CU Ave.
CSTM2290 Sa}sry 536-T30N-RIgN New Rbhmond, WI W17
MPRSW3254 tom of St. Joseph (715)2468
lot Y13-cee.
t roll eveluatim v cmGURa! to mtiafy a voninq re4ait s It my m my
mt d •uitm le far your vea. TM location of tto Coat ®y Or vay act be u moan
u pRmeamt lot linr eery not artamim at the tlaa the tort w ccffmarea.
114
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