HomeMy WebLinkAbout231-1047-70-005ccalad
(My I'd e«le,.eprna. ,, PRIVATE SEWAGE SYSTEM ,,V St. Croix
INSPECTION REPORT uv peaty Nn.
3ENERAL INFORMATION (ATTACH TO PERMIT) ame
plan to Nc. 607018
w.IPA wlp(m)4
MIELZAKER, ANTHONY&mLINDSAY CIN �`lo Tn,.GL Iran
CITY OF GLEN WOOD CITY P 231-1047-70-005
o..mmm�. +...,v.. BM M L`N27N30. 15754B
TANK INFORMATION A ELEVATION DATA
TYPE
MAINUFACTURI
I CAPACITY
STATION
BE
HI
FS
ELEV.
Sal
3 g
EencemaM
3
/46
1LY-OO
Bwmg
C 3
G
l4.
85.48
.r SZS
aloe-s
17 "
8253
HOlmng
SVHtloet
14.b
8/•69
TANK SETBACK INFORMATION
Svnt Outlet
TANK TO
p/L
WELL
BLDB.
ROAD
pNkt
Sewn
501
Aill
27
Of BKOM
Boa:ng
T(jp
Neaa.tm+.n.
7.
uPat
ww
Z.7
97•60
d
Ba. System
S45
PUMPISIPHON INFORM,^ATION
Hall GmUe
1.7
9Q LZ
Manuhtlme, VOGO S
BIC
'
aY L
Mad Nnmw ji a 3z.9S
32
95
TDH I.Lllq 2 nn L�.a
sni•m N.ae-5
TBnq
L
Pornmain Le'g0 �1
ra Z,l
mwal
SOIL ABSORPTION SYSTEM �.
INEX1MENCH
g
Of
b
166
_
rc
.DID
Bp �a
SYSTEMrO PIL
BLBG
WELL
w rcF/sTFEAm
a tire=
eMA
p• .7'"' Sa
F"
A.,
UNIT
INnmh.,.
DISTRIBUTION SYSTEM ENTL/
e Mapmll/5
0h �8
a 111"°"
�
A"lr
Les h.7�
Y�D..
Gas
Bill .chc.11.,
,rez;Ma..
�.
oN
COMMENTS: (IIdi wtle tlleuepenciem. pemne pmenl, etc)
Location: No Aemeae A,}M1
v)nu BM lxempgoo- .T CAJw
21 Bldg ae✓et 1111 261 1
amwm of cover- 7�84 oW
Pan i vl,em Yes Nn 712 I,19
USE Other We bn 11toi ntmmeenn
Kai wa4FI He,
in waicn#1 111 xi:
mL� i --1 ,
SArr 1wv, o If
e`\ .. 3 U¶
\�Jy
Imlw 'SeMan Dlmbn
-ram. in/Bwn Ave
@�
Yledu ryWl53]W—]163
awry
m (o In filen11 yeo)
Seni(b7o'�
San' Permit Ap�lica on
babooll AdeAll lo,luradentalla
y� n °i _�
O/
Adana,rralremm n:en naa
e I load exam., Am
m"11
ExpenI
Modes 11 w T'
)
M
:m•�lln
• add N
All o.,,.,..�M1MAdd,.,.
,m.annm 91.3O Is,�s
CIA Lee—
_�p�=A.TF u,seed-I
C,y.6ma
zpCak
eNumfier
da
n Du 01 Rnudlne(m all I on indoor)
Sam ...e.. Now
I mz Funny DoTJI,nO— Numbed of behabled --LQ
R
❑pmfiecmnmem;e—u.,nnm u.. w
We of —
❑5:.,.o,.n.d—oe,ndtt us
❑�ffll
mFe, i3 0
❑re,.nIf—
only one box an n A. Compe¢Ihn pl' bIH
Ty�N.n
❑.,mnoem
Remem
❑ rMtr eenInsrw.amemem Ami
❑(diner Mdaeveeemfi.i,IlwSystem bwnrro
❑PIReneael
Penn, Rev
oeM1m„nrmmnmr
❑ P.MaTmmu,:nNm.
Let ne„nmaMnlaunder wDWIndia
IV.T be aTPlel IeMCom onml/pe.ien CM1ttk tll lFvtyk
./
❑ been -P.O v..d InGvnnd ❑nmmisd lmemem ❑Adenine 0Mmnd>1 u enl yM,Xutl
❑NnWingTmF ❑pFemgeml[bmpvneml.+plfinl ❑rm:me:mem Ml1(1xp.mL--
mmrm,emn:
a��e
�oSo1 sa:em
MMan ima
�..nMo,ym
1�1?o/
em.mDeanna
9683
VL Took load
u/Pr xid szs
z
4
,b[l.M; Fu`
nmNu• ,ry m -
do M (Pri
r ,
�n m;
m
p��
mem neNue
l 11d,fim,
5K 5
innuendowe onl'dof
mn o
en
'45em
Dole b,t9aaems'sm
x anul. temtacw%ll'Fd, 3 mOrJtn..S SF M
mll
2 YnMMIrv. l3 r 1�
Stl66399 CR. 08/I4)
-ze97a;-'
/V
e
4
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3a
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spvMi DIVISION OF I NOUSTRY SERVICES
=4 CPEEM510E LN
HOLIANVal
halImpaWg .9anplmmNRPdn SContest Thosugh o t,
ran Mount is,
e WeIWr.Owamm
n Ou4n¢SwrNry
January 22, 2019
CONOIIIONALAPPROVAU
PLAN APPROVAL EXPIRES: 20 U-01-22
Pba Rewen PWTS41I1900071-C
KIN A OCONNFLL
SO. CONSTRUCTION
5043so AVENUE.
OSCLOLA WL 540208173
SITE:
ANTNONY&LINDSEY MIELZARER
Windmill Way
Sand Croix Cowry
Town of Glenwood City
N81/4, SETA, S27, T90N, R15W
COOdNIOnally
APPROVED
DEFT. OF SAFETY AND PROFESSIONAL
SERVICES
DIVISION OF INDUSTRY SERVICES
FOR:
Dwvipliou Fur handout Mane system, lSloping Ao
Mound Cmisix lMwml—Vm20,SBD-10691P.(N-01dIE R 10/12g Pressure Dwl,mlon Compamnl
Mmmal—Von 2.0, 9BD 10706P IN 0 110 1; R 10/12g 600 GI IV depth to braking toner from digital II
Mai emi¢9uirM: IMuenr Star
ThewbmlNl dad bed vWw has been nviewea for o,fi m Iwlm epph,,bI, W iavwin AJotioun h,,COJea
rem Wunoulo slmubs The subntinal has been CONDIIRNAUY APPROVBU_ @is sysemis e M
Imoded and mcmm In estimate, with wa enmana apemen M^^, and with any wmponam m,,,b(o
reinvented! base Th, owns, m defined in cAepmr Ml Wild), WLsamsin Sams, is responsible for eompliace
nth in, node requireni
No wont may engage m or work at plumbing in the smm thins [,,m,,J in do so by Nc Oegnment per s.145 W,
The Pllowing rondition"Mil be met dung no.Wtlmn m mnellauon and wroth ,,pm,yo, w,
Reminders
A Senitery permit must h oblaned from Re county where lhic pmjwt is to®lei in accordance with
the requirements of See MISS Wish INEI
• Innp:diun of Ibe private sewage syelem l:uM1elledion is required Arrangements few inspection shall be
maid with the designated cowry omoinl in wesendundc with the provisions of See 14s2a(2)(d), Wis
Slum.
A state approved effluent filter is inquired. Maintenance: information must be given to the owner of
0emass explaiang that periodic cleating of the filer is required.
A Copy ofthe a osud Dims, stsecificatiasdlhi liquir Stiff hQ on shn during
onswdionand
even minspection by authorized nnnoommI of the hesitant which may include local
Owner Responsibilities
I he rodent owner, anal each subs quent owner, shall receive acopy of this letter. Owners shell also
receive a copy of the apryogriateoperamn and maintenance menungs) and be responsible for
mwring floodPoW IS is operated and maintained in accordance with this chapter and the appmW v
anagement plan ender a SPS 383.M(l).
• In the event dds soil absorpdoa system or any of its component pests malfunctions so as as mate a
health hared, the property owner must follow the contingency plan as desenMA in the approved
plans
• Theowner is responsible for submitting a maintenance verification report acuptable W the county for
maintenance hacHng purfame s. Reports Shall he inbmltted at Intervals appropriate for
components) utilized in theMWfS.
To gmnling this approval the Mariana of Initiator Sources reserves the right w rtyuim changes or addio mehi
creation arse making them nacsary fer eWe overmienaeow per mate roes, 10112(2), tutting in most mlew
, Wl elievc the derigoer of the m,Wwbiftyfor dniirmig a see hnulding, marrow, or cmopnnmt.
higairiee, roneeming this commemorator may be made to in, at the slepMim narrow IinN blow, or at the am,...
w tiny ktai.
An aMve left addtcraee slWl provide a copy of met knot and dr, PoWIS management plan to the war, eM any
offers who are responsible for me i eadhalon sponsor, or maintentative ofPe poW'1S
smorely.
Crorand M Swim
POWIS Plan Reviewer, finished oflMuslry Servicd
(608)7894892— voice A(508)'185-9330—has
LrrgswimPini. gov
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN' '..
Ranaenbal Apgmauon
WIND( AND TALE PAGE JAN lu 2019
Prcjecl Name:
AnNpN B Lindsay lwfia r
Oxne Name:
Antlxm B& indry Mleh•a
omws AtlJeae:
x PoB Conditionally
APPROVED
GlamloodcnywlWl3
DEPT. OF SAFETY AND PROFESSIONAL
SERVICES
DIVISION OF INDUSTRY SERVICES
Legal Cesmlptim:
NESEsw 27 T30N-Ri'
Tgxnship:
L
Glenwood City
C�p/�� yxi✓a^"`
GouMY:
ST Cralx
SubdMelan Name:
cam P1487NIU SEE CORRESPONDENCE
lM Number:
2
Pvicel I.D. NMnOM: 231-1047-I ffi
Plan TrenwGbn No.
Page 1
IMex and fide
Paget
Data m4y
POW 3
Mound Iawinga
Pew 4
Lateral aM dose lank
paw
System me ntenanae speifiralbns
Pap
Management and wntingerwy plan
Pegs]
Pump furve and apeclficete s
paw
PM Nam
Page II
Sol boaMwrM
Casgner IGnAO dpll Lkenu Number: Y4263
Date: 01I1N1 PMre Number ]15381-]g17
6gnaWa:
Doo ml Puromml to Me
Mwrq Competent Manual WPMTS Ven bn 20 SBD-10891P(N. DIM, R 11112). add %M
S MP PWllmlgn 98D n a Pn±n,ere D',ebulin NxMdb b STS DIM) and
Passwa DHMudon Comment Manuel Vor. 20 SRD IWIAV (N. DIM, R. 10113)
VersM ] 0 (R. 11112) Page 1 o1 9
Mound and Pressure Distribution Component Design
Decgn Wmrkaheet
sm Indomuuen
(Batt a
Residen9el« cnmm«nal D�
MO.pp
Es0m mod Wmaleweler Fbw(Ipd)
�roiwN:wkeam�kn'
rF
1.50
Peakwo Factor(e9. 1.5=15)%)
bmamaakdw.
6a96D
Design Flew (Wd)
A]0
ale Slop (%)
95.00
Contour Lum Elevation(R)
1A00
WptNbtimiting FecAur(in)
9.6o
Indlu Scil Application Raie(nake)
Dmmlamun cMI Inrormauon
190.00
Dlvpenal Cell Lerch Along CwMur M)
6.CO GlI WkIN (ft)
1.90
Dispersal Call Design Loading Rule (9Md1)
1
Inherent Wastewsler l]ualitY(I or 2)
Are 0m latent 0m hhlled kd
In 9ra dictrLudon
Pnel Olertlexam lMormNon
nHxnrk? Enter Y or
(C or E) E
Wnler or EM Manifold
3.D3
Lahand Samorm(i)
If N atave. enter tha clove (R)
3
Numartl talxab
al the hgMat point u
0.126
Onke Dbmeler (in)
z]d
Estimated o rce sp ar,9 (n)= gs9 hnn moor
zg9
Falcemin Diameter (in)
]0&00
Futterman LengM(ft) Wes the
brcanNn duin back? DY
iA20
Pump Tank Elaemt n(R)
Enter V or
IN
3393
Foreman DairLack(gal)
& Vow Volume (hal)
MMlmum Wee Vdume(9N)
Stater Del hern)
9053
1VA6
32.95
WanRald Dlarrelar
6aletlbn
cM1mke
V.
25
1.50
3.00
3.00
Oalleci nch Calculator mmorcal)
Treatment Tank Irroma4on
1200W
Toml Tank Capacity (gal)
121p.W Tank Capaclry (Bap
36.W
TdN Waking L*W Depth Qn)
Whaw ManufxLuer
33.339alfn
(enter nesuh in cell Bag)
Dome Tank lnfonmadon
EMueM Finer Information
600.W Daa Tank Cepaclty(gap
NO
Manufacturer
22.to Dmae Tank Volune (9aYln)
PL 525
FDerMMel Numhar
Wwaer Manufacturer
Project: PnMwny B Lindsay Mief2ns
Pge2mf 9
Mound Plan and Cron Section Views
Mound Cw nreM Mmerelons
n 12 00 in G 2050n J 1&30R w 25%ft
BW.00(ft)Gisp lCal ea 176521 (n)GaselArea Av abb
M (go") linear LaWng Reid 10.00(e)111013 b Pi9e Plnment
Mound Cross Se Ion Vlew
Aggregate Nsq al Area
Profecl: AnMmy B Lindsay MCUarer Page 3 of 9
End Connection Lateral Layout Diagram
...�mm.. .x—.I r..,.....,�
NumbermLalevms 2 OTce=iew 0125b
Lateral Dnamer tqn onrm Spacing(%) 2Mft
LeUaal L"th (P) 98.8] fl Orifices per lateral 40
Lateral Spacng (8) 3.00 k orMus nunnery ].50 fl l�
lalerzl Fbw Fam 18.46 pm Man9oM Lmgib 3.00 B
System Hoe Hate 3R 95 Open Manitok oiamNu 1.50 n
Total Dynemk Heatl 31.I6 off Fommein Vaocity 3.3] Naec
Dose Tank lntomtation txum�rwln.anro
am.enndma.xe.ra
SPS3
®.xa.+wxal
umnmaals rxecmoewac e —a tm
iad ¢n9marP®p4+�YMkG
Webaz
Manulaclul
GNma
gmrncn
BNM
vmume
zz.za
olmansion
Inches
Galore
2237
314
a53.1E
B
B
200
c
aW
124 a6
D
B.m
tn9z
total
35.9]
BW.W
Atom, o,lot
rcmmm J'anM"
t 9 2in.
P
WM dwam
e =anene..td
-t n ° t
Amer Manua(aclurer SAE HNombue
Nam Model Number tank alml_..
PumpmaramLuer Gc Ids
Pump Model Numer IWE 07H
Pump Must Deliver 32,85 gpm at 31.]B fl TDH
Project Anftny 8 Lindsay Mielunr
Note. Sxitcbea
containing mercury
my not be usen'm
One system.
Pege4at 9
Mound Svetem Maintenance and Oosrotlon Sossllications
SeMce Procadar's Name ii Him A OunnoY I Planar T15301-091T
POWTS Regulators Nome St Cm6 Ccun1 Zarin Pna�e tiS39WiP00
Svstam Floor and L.mtl Parameters
Design Flmv - Peak MOD gad Maaenum Influent Posted Stan 1I0 in
ESNmale]Ffia- Pvemge EOo 9gr1 Maximum BM5 'M mp'L
Settle Tank Capadly 12(p gel MaximumM 150 m91L
Shc Aboaplon Comtynenl Sim WO ilr Maximum FOG 3o Ingi
Type of Wastewater Nervous; I Maxmum FecalCdilnm 71oE0 cIW100 mL
Septic and Pump Tank
Effluent Fner
Pump and dmis
Aim
Parsaure snares
Mount
Other
Sxv'w From
Ins anNaruMcem 3work
Slmkl insect and clean at least once evesi
3 years
Test row eve Inrs
Shwdfast munlnl
Imerals stwuH Me lusM1eO and pressure tmlN
Inspect for pording word sorption
everprt5
3
Miscellme rma Consauction and Motaneb Standards
I. OLaeanaliaa pipes a2 staged and maler®Is cmlom to Tads SPS 3W.3o-1, M1ave a watertight cap,
and are secured in as srvam In the mound canpmmt manui
z. Dispersal call aggregate comma to SPS 30d.30 (0)(i), Wis. Adm. Code.
3. NI gravity and procedure piping moderWs dark" to the reguiremand or SPS WB Win Ades. Cade,
6. TiVage Of Me ideal arm is acwmgisM1ed asa maid Woad or diieel pbx.
5. The mound structure and other distorted areas will [e asaded and mulcned to parasol soil erosion
and M1dp reduce must penetration.
Labral Turnap Dimil
FinkMd .............. ...............
Ganda vl
Sd" DlomEorlew Tweaked Ckarlmd
Sprinkler Valve Box Plug or Sol Valve
Distributor
~ qe90 r 95qeeeBadsSame
g
Storeor as Ialeml
Project: Anthony& Lindsey Mielvarer Page 5 Of
Mound System Manegernerd Plan
P'awria bSPS b]. WIx Mm. code
9a0m1
mall I5S61resfYfMofnf,P.lnIVIM,bSwr.MCPaaellmm,,AS MIMIl�amP�ae�cXmNWallanf dm�� BOa
WAdl IN. Wall R fell and k4wgold, as porla111911 syslw �
v . ManuvlVw3Y
No man, AM, or WpramPflm�m bmmblood
plump look nFmmmlm Fnaxmmax)mNspa 3lnv.vm.ram.c)a)wam anmXFew)xLFsa wean
InAl
SeplFeer PumPlvy mnXW h�'s.xvunsnmrxane reversxlWa Mlne{WWlw vYm NMnm anMm¢.Acclavloymmal
ImaMaesmmmldY ee mabawMrllgM UlxnlmmiPlaNidaaw. MyarniyvnJxmmumM,tlMeeew.a
anaaA WLm oaffar)plmwl. tipalea tank
kor mrtl.re:�u:'ma.mal.rxrau wawa.aa Mnneneetire LCNNp
awlmbgewnlvlfnW wumWmma onoylmvammarwrymnl
irn aqm and d W W rad M d by an Inairt Wal to final AN,fa.Fx loam c 381 are. Sb¢, tM mmmla a 0w Wp
dark sho ev MIMI XL man a.nm wino NP f Ie, Wlc Pbacoal. be, abandon male, I by, M, bihw mM raw wl M
at kdMt mFW mwy 3"1 by nspmam.
mmpwpergseum. i
ariFk FMnnW pN tlwnmrY xx®aylF nfuwonarwmn mnawatl namlinawmM gm ll� qup}tl xilnm&enm. nf¢
vxma tl Ne ebm x emvwaa mnmaoutly. Innemunnem lYrer aLrms may nareme mryv lbws or m mpoipn9 wn4wima
bank If ark,
karecatins of try, tank am not
nn ln0 a arm aMsearna swmbufamna,mex tank
May,A, the look Fan P=� mw aemaa Na.m)°'m
I�a.ar AI
m.�fael'.nFnaaai)ee,lanommaaeemaa��lownlmf��.aepu�mMpreiormaeaa'Xww.lM1ml nee. e.Wwam®. ma.�mp�wLXa
yvagttry WIM.pparea fwaplk MA amnyun oawnm.xar Cammew.
rein
in.p.ryad.L9lwlanal Fe FxPatea orbond Anne arerv3reac. All awlmrez.aermx. one l*e,W xoallMIII b waryl+npar
gwuon. Nnwmmariammalan wmnlrebnxitsnml eeinspommana earns asmmseerv.
AM
1,b unn markalnwue M nlmlm m one n-real Ihan
bprwim wropmlanWn"n m)lrmlpammallme imRc (aNertrenlw em
amrmnm�w a.n]mm�mar n,.waaa-wool Na all
lthit All
mok fLMd lmrmmnvxXlPmorman pMmfrvF. Gkwamlvsebllnl'vales=mw-FoemarvlaWablwme
wrinal on rmmPY look far asprmarlm am momg.
naturand suer n eefired Any muFama 3Amp4InLy 150 rtgYLisS,eM>3 nlpltFW brmbca mndnow Xae
my eoo„aomyl.iss tomak eac.mafmaanaoml. rwrm�FNnmma )mmnf. matmxm. mlmwe maFmFFina.a9n Ww
Tnoppssurt Ffseieulm�YrAmi pmiawl m3nznMYrypupmpeap ae.tlrMwd.atlttYremmaaMnnm mmlamnl e.
m,mnf. wn.F.pr..w.I®I.p.mmwnuwasammn P�paFmfom)e Ilreti of
xulktl letlawrniro mrviocecFvyt)M1aearuneevdiwiPvedaXnBi)ra}AMm nryua mn uim
m�ppnwl'mLWrfrc v.tl1xew6mduannarberAn depending
n mMdral III marraven
IrewpaXq mPoaqe.wPod. mamaannual rtwterion .bYreoamr,aM eM
If Xm a)on, tank or any aN Weaken d, oxvna dool In,aomrM ormmrymannx MI M nP6M w roil b and, day fame,b
ger)rvaeilphrp
new mm.m 0pwapcwa'Ithea wr bri wn,9eF:mmmem)aa.)umem)femmmpmmyelw.11 Wimmaa.wa
repifthdtl argemmMM.Akarnania, AN to
, ponefemaw eevnlpmbrmawe.
Mt�mew
rar'mae bXa Pmma�W ann Mae mMrmm mNnrFgYaealwpLnwazpms
mmaane ream nefn^)na mgaX;n mmm.aa3 mna'maF.
e3arWepW Iwloa,mmme wl.pn)na nmamFmmFFrrxmaowisreynarw rora)pmwe)r.
national body,
lair bid aim.aFF xneuleamerwapmn.Flmb ennW.mfe'm o..mmFe F.wmeXLrmum
ufparemwaFen axywmb Naumm4mAauanaaema pare NewertllmvegrFVFIpMbNI[eKw^
Project Page got 9
GOULDS PUMPS Submersible
Effluent Pump
WE Series
Pn UMNG AVAILABLE MR RUIDEMngL
RPPIIGl10RI
APNWWNS
• sNh CoremiwAaman4
sitglephme(W InF.
mMtPPdMomxmwuvy
sPRN1aINdWgmtlfmtlx
soot one.. iMmdetl
•C� emrnmmaw
vEapmnagewbm AdY)
M T9ms
kneel, lockout on all motlels
m msbP�g4ryue
sAmagM.
•Homes
to 9uaN a9amslw,pment
•Bulk in ucehatl lath
x4aiige xppe ma
maiidernal reverse
muo
wlonnuti
ewer d b alln
•Raike mtm
mm
-SIM or ON severe dam
ns0o'ry
•mat
•fasMnas: 30Bseikos
•R cmie:kveredW
%hum
:minkssael.
HP
•K nmus. ekkn
x�,ogadwacerreNmm.
• "won
ai pblealm rakldryI
NFfM IMm Pm9
FPuy sealonmY tmd
'IndrubY
wAM1ONdamyeb
9mtlNing Agx
Pmntlaxemndrymoicure
•Meant i Im
n
mmmntMx
• I'A NP and Uryet unl6 oem
bm'eein �e dander Rocket
•BeipnMM1xmiNnuous
Won, hal"them,
tlama¢adW gewrloi
sPEFniGF10Ns
opacadenw.kn N1Y
-
rsW3OYe.
setnmgmin;A
bmeryed
Vale
nmPtlNino9al are¢aNW.
qm
• Aave&alaNMa
ryp}oRs
10munia,,
bryeasP¢w16iM0tlhl1n
xO nn9:Ameea PoAve%Ids
Lientandaw
drmd meted loner
in9ayinawnnminan6
•omMg sue: 2- NPI
IaRvsudmgMm
M it
aMlonal
•Cs,,Awc up m LAD GPM
AF}gzkmrt tll(w
MAnm Aea
.y7my luwxc mMap me
IWFx[vumxf5
•imalbmds:uPmlIDkN
�'dmzrk
barelead mldeMs.
xM.
?
in Cities Binfsti ntn
•MSI9mtl M1tmCp4nnLL
SP �_
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