HomeMy WebLinkAbout042-1085-50-550' nwnrxmeltcr rpnerr. PRIVATE SEWAGE SYSTEM c,uvSt. Croix
r.m Rwuxy Rimwr INSPECTION REPORT wv PlorO No 834313
•ENERAL INFORMATION (ATTACH TO PERMIT) rw io No
pameYu. swbNmll
Toens*
Roscon PropenieslPainck & ElImbeth l v we TOWN OF WARREN P �w 042-108550-500
aM w. eM Fw pmwpuo" 31 srmvra.rns9.1 2
31 9.18.479A-05
TANK INFORMATION ELEVATION DATA
TYPE
MANUFACTURER
WACITv
STATON
m
HI
FS
EIEV
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HI
BKB Seri
SOU not
TANK SETBACK INFORMATION
SNITOutlel
TANK70
Rn
VVELL
BLDGrmmC
Rwo
Dania
Sep4
Bt Babm
wiw
Nmeemnen
MNA
Poe
Doi System
PUMPISIPNON INFORMATION
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SHIMS3�98 RW/14)j
SYSTEM PLOT PLAN
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WLP1000-MR
TANK SPECIFICATIONS
DINENSONS
WAIL 21/2'
CAST -A SEAL III 3
WNA. 5'
10 PRECAST C CRETE FIMR
SENT s.121/e
LENGTH R'-Y
MDM, Y-2'
BELOW I1 42'
BISSET 6,790 EST
INLET AND OOT£T
4' CAS!-A-S A BOOT M EQUAL GASKET
INLET AND OUTSET SAFRE µ0 ELLER
MSCONSIN. SEE DISTAL /ID
(OTHER STATES ME CNPAT)
JOUID CAPACITY 27 13 GA YIN
HOLDING TANK -
OUTLET NONE Pw0.E' D
ACNR WANOTY HOBS WLLONS
LOADING CESICN: W-G' UNSATURATED SCR.
TANK CAN RE USED AS
SEPTC / HOLDING / PUDP OR SUSHI
WvENT MIX OE4GN g. (NO EBBS)
µK WX DESIGN PID (STRUCTURAL NBER)
PRI LATE
MOSS NEEDED BY
PL-525 Effluent Filter
fit -poor Filter
The PL-95 Filter is rated for 10{C(I GPD upillortx per day) makntg It mete of the largest Risen In In class R We
525 home IM of IIle tiltnoon sloes Lke the Polylok PL-la Me Polylok PL525 hu an automata' abut -Off Wit
uutallpd welt very bltn. WMn the blu, s, removed focdearvn& the bell will float up and temporarily shut off
utesyslem au Ne e(Iluemt woAt leave the tank as
fee •e,
• Rated for In" GPI) nallore per day)
• 5251uwar let oft/16'filtration
• Arterial and6"54HD40Ppe
• Burt in gas delhxtor
• Automatic driest ball when hlter is removed
• Alarm acmmbility
• Accepla WC monsoon handle
PI 12s maallaenn
Ideal for residential and commercial waste flows up to
10000 gallons per day)GPDa
1 Locare else outlet of the mhc tank
2. Remove the tank cover and pump tank Jnmmune
3 Glue the filter housing to the 4"or 6'under pipe If
fire filly u not centered under tM access opening use a
Polylok Extend k Lek or 1em of pipe to amber filter
4 huert the PL 525 filter, imu m housing
5 Replace and secure the.•epec tank river
PL-5F Mm"tenana
The PL-58 FJRuent Filters will operate effinently for
xvml years under annual anemone, when, "among
cleaning It is recommended that the filter be cleaned
every time the tank Is pumped, or at least every era
series If me Imtalled filter cumatm an opeuml alarm,
me owner will the notified by an alarm when the filter
over rz"ourg Son bring should [e done by a ,emb d
serum mark pumper or soldier
1 Locate the outlet of the septic tank
2. Immerse tank cover and pump tank if necessary
0 Do not use plumbing when filters removed
4 pull PL-525 clrindgo mut of the housing
5 Hose off filter over the septa tank Make sure all
article fall back mtu.septrt fork
6Invert me filter wrendge back into the housing relent;
wic eve file a prepare aL®ud and properly aeuteN
y Replace ands cure aspire tank cover
06' Fill Slotx
10,00n
0 GPD Itarum4 6
6epie t' PVC
lOpu4m
s'a)iAee I
nxaepa sees _ entnswslou
OPPe
Carlsbad or
7 Autocrat,
lik �. I
Polylok IDtrl k our Nosiness fully vielle
Isdisoklnm 31rawfiddtlNd NSllingfmq CF 06492 Tau Fla 8777659565 Far 2333sa X514 ww pulylok mom
Ppa4
IN -GROUND GRAVITY DISPERSAL AREA
Uniform Elevation Trenches with EZ1203HP Bundles
3-ft Trench (down -sizing credit)
hI
ttt
II�IIu ..
snmmaeanon=9]50 R
Ibplcap I'mmtle minimum 3 fl
separation between trenche
TYPICAL TRENCH
PLAN VIEW
omm mratnn a I I oonot Ppo :,c,nI o, om ten, I
(No Scale) 4.0
Padamted Lai
OrpII
R
r 6=70
Inn®n
INSTALL PER TRENCH.
t6R bundles ® 501 EISAunl1= 350
q=
+0_ SR bundles @nff EI5Aunit::
W
= Proposed EISA ner Dina =350
R'
OBSERVATION PIPE DETAIL
An,lxrgiii.
MI
0 q
n
CbelryPmpPIPo InPmll
11
A=30 R
G)
mP®n
En_
ca
OT
Ez12oaH emnele
ltvwrel
A
(min..t fiIrc1
mnney¢bms.
In mil pursuemw eninernsen lrmmcarnu
Requnedln5ltmbon AnB=643 M Distrlbuhon Method
x 2 trenches = Proposed Total EISA= 700 fl= branched manifold O
Installation Instructions for
EZJIow Systems in Wisconsin
compound Consumers of Commerce, Safely ntl Buildings
Borden, had renewed the specrfimbons and/or pans for this
prooll aM detemnnM it to be in compares vim names
Comm 82 through 86, Wisconsin Pdmm Case, aM Chapters
145 amid I W, Wisconsin 3kWsaz All sees most meet the $1(g
it deal Condition = d I header, n Isolation distances as noted in
tool regulahons
The apprised PMrter ere 12MH (3-12- bundles won pipe in
ranter bunle in bar 10' lengb's) and IX3HP (3-1T outdoes
with pipe in each bundle rn 5' or 10' lengths
A single pipe Bundle contain; a four inch perforated ppe sur-
runded by EPS aggegate and is held teeth with rey-
ehtykne nature. A single aggregate bundle central aggregate
only and is held Weathermen polyethylene round
Metal and Eynprrerrc Nepal
• F2flow Bundles
• Most Gob ie Fabric
• Mow Inkmy Rare Couplers
• Pipe for Header and Inlet
Backhoe/Excavator
Installation Instructions
The insYmNma for mskuabon W Enjoys goal are gwor
helms ran product must lu installed in accordance with akk
es barred in methods Comm 82 Thrush 80. Wisconsin Aa-
rrso-awe Code, and Chang ea 15 and 150 Wisconsin Stat-
utes, ate well as Me local hear department's current design
manual
1 Aber the local health department has determined smug,
canfiguaaon, and layout for the EZrw systems, Were
or nark wim sent the mcaton of schemes and ones Be
se l to of normal bank, mart pope, header line or its
tnWbon had and trench bottom elerarons before mskl-
labm of buys bundles
2 Remove plants E2row sbrpprg begs poor to pAac+ng
bundled m Petreech(es) Removeany plastic bags enMe
trench once system is cmrerea
3. This grMnR must have geokNle forme that meeo m
garements of a Comm 8 30 (6) (g), We Arm Code,
mstallea treclly, an tap of the product and exporting
drawn along the sides of the product o a point at east six
manes hpn me Mora or producl
6 When Rained in a hench Me trench should be dug b
a wdth of36 inches This nN only dome all in ei
tlon, but also insured better loebrearng coppery aNer
praffi Mgls complete
4SEZf ow,
y INFIaTM"n
.............................
5 The Aboural area(SFA necessary for a gran site shell
be Word bami on maximum daffy ravage flow (CPC) and
Poe PormeadfM for to site IF moor rnlena is met, too
EFSA swig can be used in Wrscri resuNng In a CO%
smallerdramfield
6 Raze E2flnx bundk(s) in the E211ow confgurahon ap-
proved by Whom design p rson sari for the patch
tar site The rap or tenor -mast hurtles mntaamd pipe
are joined end o and wth an nkmal ppe torpor. Any
atldnemed only bundles that may be repurrbu',
sh ad he bulled appeal the other aggregekmy bun-
dles aM do net require arty type of company.
9 The top of each BED cylinder conteney a fifter franc The -
The
labor is inserted to prevent sou mbuaan The Installer
shall make sure the Me GEC is Iwatmned upward and is
in aontaci set the kbrc contaned in to adlacent qon-
derWore backfullrg
8 The E fxaw Broader Systems should M Instilled in a
he.xl trench in all directions roots across and along Me
arsh today) andshaummuawteecontersofthegrmna
surface deaeon (undorm aepM] with all continuous
adtonne lryfort rylmdn®I bundles gems end to and
with central bundle saturation ppe hmermnnecfed
wnlmt any dams. donations or other water stops
9 The hens h tap shall be gnarl such that water will not
pyd. CackfJl should be seeded or mdded immediately
after complebon To reduce erosion
10 Maw EPS door are penble amid can fit in cumtl
thousands as may be rnececwy to swats trees, bnnNers, or
other obstacles.
11. EPS Aggregate is bghkr Man water, therefore, d rught
be expected that round buganry forces would tend to
se E21ow assembles to float out of ground when
pondmg occurs hold expenence has shown, however
Matthis is but a problem when systems have a minimum
of h' of soil corer as recommended by manufacturer
......................... 6..............
Pegs 6
PAGE 4 OF 4
In -ground Gravity Management Plan
The owner of this m-ground gravity system shall be responsible for its preferred moral and maimenance pursuant W
requirements of SPS 382-38A. Wise Atlmin Code Pursuantto SPS 38352(2). Who Atlmm Cotle, this system shall
be considered a human health hazard it not maintained in accordance with this approved management plan
Furthermore, all structural and maintenance aryl shall he performed by a registered PO'WS Mainlander In
accordance with SPS 383 52 (3), Wisc Atlmm Code
Maximum Dispersal Area Ooeratln t Limits
Design Flow= 450 gpd; BOD55220mgL"'; 11ISS5150mi FOG 530 nal
Inspection Checklist INSPECT EVERY 3 YEARS
nuisance faunas n s odors, user complaints, etc )
o mechanical malfunction p e, pumps, Joe; switches, floods, etc I
sl volume in anaerobic treatment taxi and any combustion appurtenance(a)(I e, promotion I drop fires)
neglect or Improper use (r e, exceeding design capaubes, prohibited activities , etc)
extent of pontlmg In dismbutlon cell prior to dosing
dosing irregularities -If applandle it e, pump re-cyding, goat switch settings, etc )
electoral components 9 applicable (r e, ending, connections , switches, wntmis, tamers, alarms, etc I
computed lateral or lateral price plugging (measure lateral deal pressure- compare to dra gn specl&atlan)
Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary(
c Sal and dose lanklsl shall be pumped by a cedl(ed metal servicing operator licensed under a 28148 W1s
Stars when the volume of "lids In the lank(s) radial onei (113) Me liquid volume of Me tal or
as required by local ordinance Disposal of contents shell be pursuant to NR 113, WIx Admen Comer
Effluent drop shall he InspeMd every 3 years and shall be domed when necessary to remove any
accumulated solids according to manufacturers speclM1wllms A servldng penM wil always be greater than 12
months
System maintenance reports shall be submitted to the proper local government unit In accordance with
SPS 383.55 Mae. Admin. Code. Report any component failure or predominates to
Name of individual or company Schmitt B Sons Excavating, Inc Phone 715-760-0486
Local government unit St Croix County Community Developement Phone 715-3864680
Localguvemmemumtaddress 1101 Carmichael Road,Hudson 21p 54016
Any detective pad of this ayeem shall be reported, replaced or removed pursuant to SPS 383 51 (1). Wisc. Admen
Code Repair or replacement of failed or malfunctioning components shall comply with SPS Wri Wrap Admen Code
No picducl for ch ansal or physical postponed at o POWTS may be used unless approved by Me department In
accordance with SPS 38. Wise Atlmin Code
In the event that any died treatment component of this POWTS cannot be repaired. it shall be replaced pursuant to
a plan submitted to Me appropriate agency for review and approval A faided ingmund decided component maybe
abandoned and replaced by a code -complying dopersal component in a pre-0etemmned area of suitable soils
Surged Abandonment
ff use of this POINTS is dswnonal it shell be abandoned In accordance wood SPS 383.33, Wisc. Admen. Code.
ST. CROIX COUNTY
SEPTIC TANK M*RTENANCE AGREEMENT
AND
OWNERSHEp CERTIFICATION FORM
cbuerbffffluyecr—,� 18 (
MallmS Ad@®
Property Address
(VerilWEootNovW fiom Plmm B k ZonmB DeMtPn®t
l-jldQwPw Pmrrd Urimfirsmn Number
•r negf_RD'TTON
Property lacatioq.�_/,.1='/•, S=.3j_,T J_�_NR_/_6 W,Tman of JJADOr AI
9ubdivmton Pke '�,
cer#Dea snawey m.p# lllo NoS .volume �. Par# 6__ �—
waremityDee## 84z yHo (before 2WII)Vobme ___, pw#
Spsc Wine chost:bn Lut lure tamntfxNa DYea(]no
SYSTEMS OWNER CERTIFiC TI
InaptWerme nM mrin¢nanro of Your mine rynem,ould sewlt In In mart&I m MMle wna¢xR rff Wmw
b &sues panne" wwYauv
rontisb or Pumping OW be wpm Mkesxry'Nrs Ynrtauwnw.i Owns neinmaunro
btlinn ensPenfiN in PPS 393553(1)a In Clupmr l3-SYCronCounrydusiol
5mtnryUdtmrcx-
mponn moent a caulk ncen tmmn ngtd by this
Tea Pmpary owns ari m wburit b St Cron Couiry Plamung&"Ona Cawb Em 1 de mvnn
caner and by a nmam phina . loumermm Pioneer, on Plumbs or a limuea and PPOyeani(n8 ()
weomwWm dupoml syanm is to P°Rr openniy cwdition eMlor l3) nflc ivpenon suA pumpu$ (ilt�waY).OwsWncmnB is
ten teen Ill RAI of sludge
yinsw the maknigrd Wye nod the uWve"fuaemannrenta$nsmnuinum Ibevnvatesewega tofN&hatioul ryanmwiA she
umdu& M foN4 Eannu u an Er tlu UaWrmnm of Sefe1Y AM Rofwwnal Sm+cea and IMCaH�e°tafNatmel Pmine<a.
gpmof Wleconam. CaNtnenon smin8 amt r°nr mpuc sysam Ne be'>t meimircd tmw Ce m�le¢d °ndacOvrxsi m de St CToix
County Wnnny k(unitq Depnamnm within lu aeys ofleeWceY®raxPlntiondam,
owe md(ystby
apmuenb nnnnafotmat N"a"in Nnrsofuss"Meee V's.aNsn Nenwnv(e)urNe
IttnOeftY aernbed aWSL bYnnue of a wunn0 hW reroNd m ReBalnofRW Olfiae.
Number of bedrooms
ry�
DATE _
SIGNATURE OF e�ru..nn...,a
a.e ty mfomution that u muaP� any tmun io the saas,P"=nm herog mvnYd by the Plannio8 B. ZwenB MPemrcnt eaa
Im ude with Na applieudun amcuNd weteentY dad "Pn tee Reps" ofDoxis Ofim sod a ropy of the sebfea amvry every If
mfeeemw Is hani me wertenry ae L
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Paget
w.maanan.«acm...n SOIL EVALUATION REPORT
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Soil Test Plot PI
Protect Name Rchertl Stout An Bnd
Address 1353AwatukeeTralHudson Wi 5C016N2
2h900
Lot 1 Subdivision Date 5/30/20
SW 1/3 NE 1/41S 31 T 29 N/R18 W Township Warren
Boring Q Well PL Property Line County ST CROIX
BM or VRP Assume Elevation 100 R. Top of survey non
System Elevation TBD &HRPSame as Benchmark
Scale = 1/4" = 10,
G 1
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CST xm*SP Pnml CST NumW,
Bird Plumbing, 1n Shaun BIN 226999
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1C2120M B1, New RlGlmontl, W15001 .i_3o[wlueun ]152<6i16
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no DNwm nl of Coame.a is an NMI oppwmnlq w:,,M pormw and emplore. rtyw �esulawn..wmc®. urvtae or
mod oulmal in an alte mt, twmq ploae.wnaa Me degnmev at WS-]66-)151 w TfY WB.EW-BP]
Soil Test Plot PI
Project Name Richard Stout S �n Brrd
Address 1353Awatukee Tmil
Hudson Wi 54016 CSTM K26900
Lot 1 Subdivision Date 5/30/20
SW 114 NE 1/415 31 T 29 N/R18 W Township Warmn
❑ Boring Q Well PL Property Line
BMor VRP Assume Elevation 1001t.
County ST CROIX
Top of survey iron
System Elevation TBD •HRPSame so Benchmark
Scale = 1/4" = 10'
06 201
CERTIFIED SURVEY MAP I MMI M/AOFTKNEI/F0FSECTION31, T29N R10W. 10WXOF
1Va•aO,MVMURn.MMNSIf. SUNG AN OF LOT mF CEe71FIE0 OPEN d•d•-•;7
SI.PYE WNLUM27.PME5ISE, 00CUMUTIONWER1014542.
WORD
POSITION VF RIF IN NAME MN OF PESO
OR MOEN ME AN D AS MEN
IN If' NALS GAIN IS
0 FLA KIN IRON RE MAN SEE WINNER
-T^r ' i is
W� iI MAE.WIT TAKEN
AT
ELI:°'IVII Ion 1 mrg
it ESSM VAE zs AN FOES
ol FLOG GI
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SURVEYOR
WAS COLECO
NPERTMEANDSURSOVIEW INC
SO BDX15Z
WOMAN, MAE
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