HomeMy WebLinkAbout032-2069-40-000 (3)Sell Local W
Conance
Safely nd BASIN oiaa.n rte PRIVATE SEWAGE SYSTEM
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT
,.
call nonfatal Yen Sallee fly eaTel B4mMu
6
County $l Coax
o'Penn NO
624963
San, Plan ID Nd
Bryan end Mary Rivard.
Say T°.na
NiM TOWN OF $OMER$ET
iT"x
P ° 032-2069-40-000
.Mee.
LI
BM ell.
....Plan
nrto.MRanoem+12N3020768D
TANK INFORMATION
ELEVATION DATA
TfPSE
MAN CFACTORER
CAPACITY
STATION
BB
Hi
FS
ELEV
°aing
AI) BM
Amalmn
SId9 Seww
HolninpSNTP
Inlet
TANK SETBACK INFORMATION
all owlet
TANK TO
WL
WELL
LD
l°urlal
Dtmlet
Time
Dt B°n°m
eln9
Heedelim"
Ae.at on
pee
HDldnp
sot System
PUMP/SIPHON INFORMATION
Flnel One,
Menwapunr
Dema
ad (Ruder
Man, No
Lm FxcLon Lw,
System Head
TDH Ft
ma
Length
mtwl
INFORMATION
P, of alone,
CHAMBEROR
m1all Surge,
UNIT
EM
HTSIVInfold
Dlltl,Wtln
He, sill
HIP Sunday;
Vale to Alt INI
pe
eeded,3odd]
ahINS
. Pennr
1= Ed:..
M., o No
Maa aid NI
COMMENTS. IInmmnoeediwepenaee, penOmpn,am no) Iropecepi. Inspected 02
Location 292 OLD SCOUT CAMP RD
I )All SM OesvlpL
2)Bldg Tow length -
Intel cemet =
Plan real ReaMn, [ Yes UF No LPL— I I � LLJ
Use 6710(R$ for eNonal mlormaB
BBC snBIR eIBp � oap Inxpvml¢6gnalun Can No
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AUG E6 2020
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II. Type If Building leaves all that
® Ln n.mlr G.nnlx-rvtmx,mxrm,tm, - --�114
smdm.mn Near
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SYSTEMburst B! 04AP
brQ1
Want bank euenl xe"und _barrelful
'U b=�W ftV+M1[EN .LCul
icell must be
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as Per menpemem Pl.nvrovwea by ommx.r PBE.Aiaeer'�M 2"{Ml aa-
uty"srwf
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is p.w+Je SyS ^Wa"P'nMfA 'uNVS.
SYSTEM PLOT PUN
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CONVENTIONAL COMPONENT DESIGN
INDEX AND TITLE PAGE
Protect Name award a 8etlmom Replacement Septic System
Owners Name
Bryan &Mary Rizzi
Owners Address
546 Round lake Road
Concepts, WI 54020
Legal Description
SUM. SE1/4, 512, T30N, Ii
Township
Somerset
County St Croix
SubtlHismn Name NA
Lot Number: 1 Block Number
Parcel I Number 032-206440.0110
Plan Transaction No
Pagel miles and title
Paget Plot Plan
Page Septic specifications
Page Effluent Filter Information
Page Dose Tank Specifications
Page DDse Tank Cross settwn
Page) Pump Curve & Specifications
Page System Sizing &Cron Sectmn
Page E2 Flow Information
Page 30 Management and contingents plan
Page 11 Septic Tank Maintenance Agreement
Page 12 warranty Deed
Page 13 CSM or Plat
Attachment) Soll Evaluation Report
Designer labs 5cbmitt Dmese Number MPR5223160
Date 8/25/2020 Phone Number. 715-16DO486
Signature /2
In-Sround Soll Absorption Component Manual Version 2 0 SBD-10205-P IN 01/01)
Page 2
SYSTEM PLOT PUN
RN" 4 REirwm Septs SyNM
r
mAm
SpnQ e
ION OqIO
NI. Cl
w �+ o.
roper Sw.e _: �2
rams r
, ..4Ix
k MS�6QDP
WLP1250-MR
TANK SPECIFICATIONS
DIMENSIONS.
WV ]1/]'
Ol J.
K' CAST A SEAL MIN 5
10 sT CGN01E2 NS N
HEIGHT SOEIA-
Plxu
IFNGTH IW-01/A'
Rom r-v
SLOW KKET 41'
UGIID IEM1 W.
NENIIT a81U uiZ
MITI AND cvA
r CAtil-A-4I1 OMr ON ESN D/.9(ET
INIET AND CUnET RYiIE AND HOER
MYA191. SPE DETAIL nD
$W
(OTHER sur[S SEE CHARD
uwD CAPACIm NO1 GA AN
W
M
MEW
IIL\ANG TANK.
WTIET Ho1E PLUGGED
V
ACTUAt. CMAON 1.323 GA ONS
O i
O
WANING DE41N 0'-G' UNSAl11RPTEo Spl
-
TANK CAN SE USID AS:
S MC / NOGNG / PUMP ON OPHW
W .
W
WKfR MIX DES 0 (No FISM)
H
l¢
TANK Yq mucm AID (STRUCNRA HRfA)
iiiamor
__
--
-___ -
Ew asra Tsu« scwrAGr resA VNwErE
G-
9LK[
ORAWINGS� 5118MI�
�
FOR
AerAmru BY,
PL-525 Effluent Filter
PL-525 Filter
The PL-525 Filler Is rated for 10,001 GPO (gallons per day) making it one of the largest fillers In its class If how
525linear Ice of 1/16- filtn0on slop Lke the Polylok PL-Ia the Polylok PL-535 use an automatic shutoff ball
Insured with every filter rather The filter is removed for cleaning five WI will Boat up and lempwanly shut off
By system so the effluent win t leave use bank
leated. t/16" IJlralnm Slots
•
• Rated for 10,W0Gpp (Bollatss per day) u amds.em
• 70,000 GPD
sss rnearraf of 1/16" mLaden toward)
Accept. r.c
• AcrepfeV and 6" YHD 90 pipe F+mmee Handle
• Burt in gas deflector
• Autottuuuh cuff WII when filler is removed!
• Alvin aa2sihIity oomc n
• Acceps PVC extension handle
PT o23 Immn.
Ideal for resttemhal and commercial waste flows up to 52 i1eea, I
10.00) Phone pee day WE) Forawneam
1 Locate the oudn of dw wptic tank
2. Remove the taN cover and pump taN 11 necessary
3. Glue the hirer housing to no 4" or 6- outlet pipe If
the filter u' not centered bitter die anpu nesting ice a
Polylok Extend 6 I.mk or piece of pipe to center filter
4 Inert the PL-525 filter into rtshommg
5 Replace and severe the septa lank cover
Fre 2: xLrmunu tit
The rat ess Ffnnem Friers sentiment,clear, dhamndy for
severe) ynrs titian normal recommended that t e bebrc rtquined
eery ti nhtakispumthat at least ehe very
every horsthetankis pumped,m olentevery there
years If r i installed he na rater by an
an whe nt alarm,
the owner will be notified by an alarm when the Lever
coeds Grvurng der or
be dime by acemfied
septic lank pumperar irWaller
1 Iea'ne the outlet of the write fact,
2 Remove Work cover and pump tank d nnressary
3 Do not use plumbing when fdrer n removed
4. Fell PL.525 carMdge out of the housing
5 Have off hl ter over the septic tank Make sure all
solids fall back into were Wttk
6. Eased the titer artndge Uxk mW tM Muveg making
we me filb upgede aligned rest mmiriourRy'rmad
Replace and score argue road, rover
tKoWaw,wrya-1
0"
a0'sua,ev
'
rsb I., Icarus is
soadvesaak
th FunFnrtre veaseMlMnM andaWm usnexecangianks
Polylok.[to iFv?eta Blvd Waamgeord, CT 05492 Till Free. 87770,9565 Fu. 203 M In 14 waves palyln,mm
Page4
WLP750—MR
TANK SPECIFICATIONS
DxxswXa
if L 2 IA-
BORp S
R G9-e-4N
CAST-e-Y4
CO\£A. 5
MXnIDE. 4' ID PREG L NEEE NI
INN
Wrm CRU E1FR T-O'
'
WOW MET u
_ EM1p
U" IFrEL. aT
I
M9Wi 6.15D L9S
IWFi MO NUTLET
F
n
WBL-P-g 9Wi OR EW4 GL9(Ei
FILTER
1pt LF
d1£i AND CUTLETRJULL-EAND FILTER :
MYWN. SDETMLFIE
(0Ti1M S£ CHART)
L Q CMCST' M 28 G N
MCIF MEW
W TCY[
MEET ROLE RUG®
•CN.LL Wp TT. M GILLpS
LOIAMG MWNN C-V pYTLWAEED YIL
TOWN cw a DIED ws
_
ssvm / RwnxG / ww p 5•+wX
WMA MIX GE➢A R (No EDER)
INK. MIX [ m 00 (STRLCTURAL IBFA)
WSTCAM D Tuns
FOR MSTpI TOWNS MNTXi WEBER CONCAEI
INLET
WTLET
t
�f__
RSWEYED BY
PUMP PM
M1ETI WEE
DRAWINGS SU"ITTU
FOR APPROVAL
I TE
.a ..... r..... a......�..
.... ....� .__. _
.�_ �_
__ _ _
MMXCTS mum n
PAGE 5 OF 6
SEPTIC / PUMP TANK SPECIFICATIONS
aw go- (No Scale)
na
IMPOI
\T l�
ww Wray 1 g®wy
pueunt b53 NJ.]IBN9)
CAPACRIES® 20.28 pamn
Depm (ml
Vdum. (wit
A
20
405 60
B
2 0
40.58
[Cf
6
727 6B
D
9
18252
_'T
*Pump Tank Liquid Level • 37 In
Force Main Diameter = 2 In
Force Mein Length= 120 a SA,,.+•SWryw a Ta
PUMP-0FF
ELEVATION • 78.80 If
INSIDE BOTTOM ELEVATION= 7855 tt
Force Mein Vool Volume • 19.56 gal
Verecal Head •
17m2
n
+Min Supply Head,
totalDme Vdume TDV = 12166 gagdws
0
St[Cj
+ FM Friction LOSS=
167
tt
tek Me Maas mn wnm.<TEN SO 2x a•rp, aa..l
+uorc. men de.wea vaiurei
+Fitting Loss'•
5
n
.(� wwry ee a.e)
MIN PUMP DISCHARGE RATE • 20 gpm
=TOTAL DYNAMIC HEAD •
19.37
s
PUMP TANK
SEPTIC TANKeI.
Volume = 750 gel
Total Volume = 1250 gal
Manufacturer Wieser Concrete
ManufecWrer(sl: Wieser Concrete
Pump Manufacturer: Zoeller
98
Install approved effluentfilt at to
fi pink outlet
meeimwly ugnreem W Me
tank
Pump Model
M
a mo
nM
Conbol&Alarm Manufacturer, SJE Rhombus
Filter Manufacturer. Polylok
CanbolicAlerm Modal. AS
Float switchans containing mercury am andhisofted,
Filter Model 626
RE
s C PUMP PERFORMANCE OUWE
MODEL98
x is
bE
y r0
�p 5
LITERSNN q x0
FLONPRIMINOR
TOTAL ottUMIC HEnPRL%Y
PER MINUTE
EFFLUENTµ00EWATERING I. y-
1.11 MODEL 98 I'-
o wiE
b
I ni
8
,all
1
CON S O LT IACTOR, FOR SpE CIAL APPLICATIONS
Eastman aXemalcq br dupbx ayabme ere evellal and
VviaEb level boar snrclmf am mal for mntrolYng aryls
aoppiMwdbenalarm
and three pl systems
McNOnini sAemamr; for super sysems, are aysllme
DouNopggy &vaeable level Aperawllrllmemsveilableb
wMarwllNtNratormsverhas
vanablelmoranioneeconal
Rs r So FM1922 and FMO806 for tempemWrry abve 130°F
47
SELECTION GUIDE
.alll are ommre mmoelllule . no,nnne maim myl
z Pm.pmmeun see MNIe wear>rm+�eerS levm mg.wnm nr swam
rvaareaa.en.We l.wnmramw Rgerm FMwn
tbmm mmn Wnel
< m FM0712M m,,OmOduP4mmpN m FMimmr e
reewmxa.nem.mr ev,iem
Fw lMmrepn in arena zvW mi'm or m mlrg m Plpµee, ral LEE,
ERNI Rw EYpeW Joest FRI NMoked Asevor INSAM bond
al Mry FW 7, Inge Mee, Arrs, I amid, Mt bas Non S m
many
SammbF
AY w
OPTIONAL PUMP STAND PIN 10d411
Ra]une R.s1Xel do BIN Mdmh
Re area or Way; peer bas Wlr9
MC.eoldulyY,nowngxq&S
Rams WmWas y Aa'n d Wear
Function, Gas Mi11y b nM IMeNe by a1tlN mao'w or I N'
m2PJC o
AlbpM1se veanlymFred,
dw
Mammeflmlm I, ARE,
NleNtOm�e em+ol.ppcL.ml.
xare x.x. Wi.nna xr. x.n ono..
RESERVE POWERED DESIGN
For uman al conditions a reserver ealaty Tactor is engine mb Me tlealBn M every Zoeller pomp
REST
See
. Z arm Zfd ;m� w
PUMP !O. ��1'�"' o' �"'Tw" / 2Lr.,. ym...fier bRS
50
Nl
0 Cal m 2012 LWW on OL III maenad
Pve7
IN -GROUND DOSED -GRAVITY DISPERSAL AREA
Stepped Elevation Trenches with EZ1203HP Bundles
3-N Trench (down -sizing credit)
_ I
"Oi
I�
Imm� TYPICAL TRENCH Pmvlae minimum 3x
CROSS SECTION VIEW
(No Scale) sepamocn eatween trenches
4L
—
Wpm'1
Highest TRnch L pis) 095EPVAiI�ON PIPE MTAIL
System Ebretus= 9580 tr 9530 a. W30 6 91 ID 90.30
a n
TYPICAL TRENCH Ism.Rwmsero.m ps,,.. )
PLAN VIEW
(No Scale) a.B
a,.m.
Pafford Latend mpp 10 H
(typical) Itpal Ihtpll
—
)
A=3g fl
m
— — — — — — — — — — —
— — — — — — — — — — — — --J
Inoue
m
B= vanes fi
W
Ngrel
Ml
INSTALL PER TRENCH. EZ120314 Bundle
61514,T,; tad partial III weEtawuyt•14M K h�xngen�,s,.a.,s, let
1n
Iuwa�+c.rxn®..r.mm.
+Z_ Sfi lamalm®25R EISWUW=SD fl
=P,npsm ElSA grlrerNl=vanes M Re9urea lnfilhelWn A,w=t500 W Distribution Weim:
x 5 VencMs = Proposed Total EISA = 1 W0 s: distribution pox
0
Installation Instructions for
EZAgu Systems in Wisconsin
..........................................
NM1scman oepvtmem of Commerce. Satey and Buildings
Omslon has reviewed the spcldcaAo a and/or pans for this
Product and determined it to bar in compliance whim maples
Comm 02 through Ea, Wisconsin Admin Code, and Chapters
145 and 1W Wisconsin 5ttudeas All ides must meet the$
& Soil abortion • B off• •roll dstylces as baled m
Kcal reguUGons
Be apprmed po]utls are 1'A3H (3-12- handles war use in
ranter bundle m 5' or 10' lengths) end 1g03HP (312' W rules
oath pipe in each bunde In 5or 10' ani
A single pipe bundle numbers a fox mCt perforated rape act -
unfrozen by EPS aggregate and is new together with pey.
edtylerre neMrig A single aggregate funds conlan.s eggers ale
0xy and is here tdgehhe' wtn pwyemykne rotting
Madenels and Fqulpmnd Needed
EZfiuw 3un0ee
• Coke, Cambodia Fai
• F2Aar interred Pce Coupes
• Pon let Heiler and Intel
Berkhme/E.ca+aer
InsfMSUarr InWuc4dds
The mxWtlms for inxdaltafon of EZflar Means we glass"
shadow This Product must b mstaged in acwaarrce arts slate
rates defrred in tlapters Comm K Month all Ws•crosn Al
mmArao a Cut, ma Crashes 145 and t W. Wsccnxin stab
ales, as twill u the ueal NSM dquNnents current deign
marvel
1 After the col heath department has determiner sarng.
mhrgarauon, and layout for the EZnor syxleme, stare
mars mth panne locad0r of renrnn and eras. Be
useful to ud:OnM tank, smed ppe, heatlen rim or 61
gageon bn and tnercn buoyed elehabrns before mmal-
abrlofgBebundles
2 Reverse pazM Uflow shppng bags Mar to pral
bntles in the torch 1 Recoils any paste bagsm Me
1reMl before system is curered
3 This product must nave because tyre that mass se-
cuuements of s Comm 84 30 (6) (g), As Aden Cnae,
installed aaMly on top of the product and extending
down abrg me sdee of the product to a Pont A least sir
inches from the bottom of product
4 Of instpuM in a trench, the March should W dug t0
a width of 36 inches Tnis not ony saves tabor n excess
flour but Was Monday betlo a d-exi ng Proof after
backfilling is compete,
6SEZflowre
M. see
.............................................
5 me AMOPum area (59 necessary for a aiwo site snm
be sized bash do maermum duly sewage Pow (GM) and
Me Parrett iy Ira the site If amain :Mena Is met the
Elsa suing can he used in successor msulnne in e 40%
smaller aram9ela.
6 Place E2Aow Wndks) in the E2Aox canfiguma in,
proved by system design permit spa b the pai
W she led IT or centernextburgles contanmg qpe
re iomed end to "whim an iinternal Are cooped Arty
a%Nowl aggregate only bundles Ibt may be resulted,
should be bpHm against the chat aggregatemy bun -
des and do not re rs a any Isye M annttfim
'! The top of sized GEo chnder errors a filter tarn,: ere,
ewlectured in beeeen the mWg" aggrtQak The
fade Is marled 10 prtreM sol i annsm The irraWer
shall make sure the Me GEO a rya MN rgeerd ",a
in :mle:t win Ile III confused in the a]pmal Mm
der lelpe M:klairg
0 The EZPar Cotangent Sy ozzi shi M nsfiaM in a
artl March an MI dnttims (bed sums ad al the
trench the 1 ard shwa May, May call 0 Ire ground
sumacs Month, (urvrpm depth), Mh a central
oynneg II It :ylrMrrW GVEIex paw end to ant
owed :miry bMle JaVersm kqe rnderccnmct
aMnd any aeon, nersomens or filler was, slow
9 Ties trexA IT sloe be graded such that water sell rot
path Eligal sKua M seeded n sMded immedmttly
atm:ampnbon to reduce emsmr..
10 Uflut EPS bundles are lender and Man M in NNea
trend es as may he necessary to awm Place thraen, o
blue Modacles
11 EPS aggregate is lighter than water, thereloo, it Mot
be eapMed that naura rubber forcm xaa tend to
use EZAoa assemblies to ficat M of ground when
bounding hi Fred erpenerce has sMmr, nwmer.
that his Is rot a process when bell hoe a mmlmum
of 6• of oil Goer as recommended by manufacturer
Page 9
In -ground Dosed -Gravity Management Plan PAGE 4 OF 4
IMPORTANT:
The owner of this it gmun0 403e0 gmvr9 system shall be respmsde for he peopki cperknon and maintenance
pursuant to requirements of SPS 382380 Wiso Admi Code Pursuant to SPS 3M 52(2), Vail Adman Cape. this
system shall W considered a human health stood I not maintained in accordance coil Ne approved management
n Funharsore, all Imperfect and maintenance aNwoes shall be Performed by a reglelarM POINTS Madral in
accordance wN SPS 363 52(3). Wiac. AOm,n Code
Maximum Dlsoeml Ana Onflarbifires Und"al
Design Flow s 600 gpd; BODs S 22o Ml TSS S 150 mgL 1. FOG 5 30 mgL"
Inaoecdon Checklist INSPECT EVERY 3 YEARS
ors tr e. owrs, a connotations etc l
o mechanical maMuntmon ifa. pumpms. valves, awncnee, nests, etc)
malwal fatigue p e. looks, breaks, cmosion, etc.)
wli0e coal in snaembic treatment lards) and any dlpn Wtlm appummenw(s) Ilse, dlelhbuum / drop tical
neplxt w'Impropm uw p.e, exwWing design wpaotes, prohibited adWides, oc,)
oextent of Wrong In distribution cell odor to dosing
dosing megularltles- if applicable if e, pump reayding, flea switch semnge, arc,)
electrical components. of applicable p e wring connections. switches, coni trarl alarms. etc)
istrlbubon lateral or lateral notice plugging (measure lateral mural pressure— compere to design speemeeum)
o sudece decnarge of effluent or sewage back-up into structure served
Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary)
Samle and OOu bank el shall be pumped by a wNfial xpmege servidng operator licensed under o 281 Q Wq
Stets. when Me vall of settle In Me banks) exceeds mei (1/3) Me Ilquld volume of Me banh(el n
es real by keel rodmi DIfewal of contents snail be pursuant le NR 113, Wlx. Admen Code.
ENluenl fllndsl anal) be Inspected every 3 yxn and mail be cleaned when Malawi to remove any
mulated W,dsac ingtomanNadmeyss ie tiens Axry ong penM rnllaMtye [e greater loan l2
months.
System maintenance npoN shell be submitted W the proper local abn mal urea In ecwMenu wM
SPS M 55 Mae "min Cede Report ary component Pull or maNunNon b:
Name d individual or connotes John Schmitt pie 715-760-0486
Local government ant St Croix County Community Development Phone. 715-386-4660
Local government unit address 1101 Carmichael Road, Hudson, WI zip 54025
Any defective pan of this system shell be reposed, repll or removed pumuanl to SPS 383,51 (1). Wled Adman
Code Repair or replacement of fall or malfunctioning compensate shall comply wish SPS 383, WI¢. Admen Code
No product for chemical or physlwl restorml of Me POWlS may be used unless approved by Me depemnent In
accordance with SPS 384, All Adman Code
Contingency Plan
In the event that any failed treatment component of this PONTS cannot be re erred it shall be replaced Powers to
a plan submitted to the approplate agency for review and approval Afailed In -ground distal component may be
abandoned and replaced by a code complying dispersal component In a pre-detemaaned area of suitable eels
System Abandonment
If use crime PONTS Is mswn6nued, it shall be abandoned In acmdance with SPS 38133, Wlsc Adman. Coces
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
O,„ler/Buyer Bryan & Mary Rivard
Mailing Addmss 546 Round Lake Lane, Osceola, WI 54020
Property Address 292 Old Scout Camp Road
IVmfirauon rtgmrre room Planning is Zoning reason her newwmn tiro)
Cay/Sole Somerset, WI Parcel Identification Nrlmber032-2069-40-000
LEGAL DESCRIPTION
Property Location SE ,11 SE ,A $e< 12 T 30 NR 20 w, Town of Somerset
Sub hNimmn Plat Lot x
Certified Surv<> Map N 35`tL9f Volume 3 ,Pegep 4/9
Warranty Deed x_533''1bf (before 2oat)volume IS3 ,Pogex N1
Spec home 0onab Lot lmn,amutable Dye,Ono
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Impri me am mmnt...na ulvnue sepnu enem<omW rtsuluniu vr<maturt fulwe to n.nale w.n<. Pruree
uof pumping our the septic mN every tNa ycnte or some, tfnceaea. by a li«oetl pumper Whetyoupunmo
manufacturer
e rysnmm, mm'r be funwon Ifawsa c time u a treatment auger in the was¢ meomal.ytem. Owner m.mtmwn
¢apom dime, are specified no ISPs lal f 201 and in Chapter 12. St env County hi m dry founded,
The pgcm owes &a m to wbmt in Sr Croix Cindy Planning R Zoning 1Xpanme d a mufintion form, signed by be
confer wed by aabout Is plumbeyoumeyman po m i resmeW plumber or a licensed pumper mmfpng not III me I
,railroads dupoel ollein Is In bome, peraung conaluoo water (2)our mspecuon and pumping (if accuracy), be septic and is
less than 1 3 ran of about
Ilve. Ye uNmrgnN hrvc rtW mM above equveomu add agree to=,,win mhc a .... ie associate disposal spur wth be
sommudr sus mm brem, a, act by Ne Odiousness of 5a(<ry And Pmfcu ml S, and be Department of Natural Resources,
Sane "union Cmifiution Assume and your able system ha, been maintained mum be completed and nummal to be Sr Crone
County Placement & Zonna Dryervrcnt wMm 30 days ofbe Ned who, expiration &I,
Uwc CCTI than III Ilibrocul 11this form en do be hofmw... knowledg<1/weaMart ibm ownnlal e(Ne
prombI deunAd %core. by vatic. mc a w<mnly dndbrands con Rcguer ofOeW Office
Number of bedrooms 4
TUBE OF APPLICANT(5) DATE
... Any nomination to t is misrepresented may result In the mimsy pmmt bemgevoked by We Pluming & Zonmg Delivered •••
Include with this appheabnn a recorded warmly dead form rile keguter of Deed, ORae eM n ropy of the an(ea survey man if
refused IS made m the womanly deed
(pull 0411E)
a Depahmerl of SOIL EVALUATION REPORT nose
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St Croix County, WI
Conducted for Bryan S Mary Rirard ""'
546 Round Lake Lane
Osceola, WI M020
Lxaw�d
292 Old Swot Camp Road
u••�+•••••
PID: 032-2089-00-000
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SE114 SE114 S12 TNN R20W
--
Town of Somerset
Concluded by The asJmdl^•+•^—^
CST Zt7429 LOT 1
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BM i IN N' Bottom of siding on detached garage
BM2 IN78 Topof Well
Ensling Septic tank Outlet Pipe El 8785'
Proposed bottom of Dose Tank 79 55'
Distance from proposed dose lank to dramfiek190'
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as 31 St Crola County, WI
P
e d
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Conducted for. Bryan&Mary
RivaM
546 Round Lake Lane
Osceola, WI fiaozo
292 01d Scold Campp Roatl
PID 032-2069-00-000
SE114 SE1/4 512 T30N R20W
Town of Some
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