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INSPECTION REPORT ^ nn MH6 61 S4P0
GENERAL INFORMATION (ATTACH TO PERMIT) punio Ne
Isind
pBarbara & Brian Zimmerman rnlini cm �mw.w TOnOWN OF BALDWIN e . N 002-1063-90-000
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Residential Mound POWTS Index & Title Sheet
Proust Name Lmmemian J Bedroom Residential Mound
Owner, Name Bonn Zimmerman
Oxnces address 2467901h Ave., Baldwin W15JW2
Saw tldress 25xx B0IM1 Ave, Baldwin. W154W2
Prcj'c[ I omuan
Subdivision Na
legal Description NWIia NWva Sr 26, T 29N, R 16W..To" of Baldwin, St Coax Co Wl
Parcel to Can -1061�90Loo
Pap. I him, and Title Sheet
Pape 2 State Approved Soil lmelpmWma Dea m.mellon Repotl
Par l Stele Approved Mound Design
Page Filter Speedicsnow
I'm 5 Combinuum 9eplle/Pump Tank Cmvs Soutmn
Page Supuc Fault Mamuwnce Agreement
Page ] Parcel map
Page Wamnn Bmi
Alucbmcros Hoare Plans
Maur Plu
cted
Service
Iamea K
Ihom son,DSPSCredenn
10021
Sipnant
27
201
Page I of8
Nlaggpmwi m 1v4.men9 bn Mwmlmn emponmimined lorlOwlR vemnn 2 a 6 nl H a]pFP(N 01 Ko
EZNow MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Resdenipl Apply n
INDEX AND TIRE PAGE
Prged Name Zimmerman 9 bealoom A+ P mgpm
Owners Name'. BNan Zwmemvn
(Nniees Adche" 2467 90M Aug, BaMin. WI SM
PropsoN Meroae 25=M Ave., BNMn, WI SeW2
Legal Desep4m: NWIN NWIM, Sec M T.2901. R18W
Townanip
Ba"n
cuumy
BL cn=
Sumwldvn Name.
Na
Lot Number No Slaw NumberNo
Parcel I D. Nun1w OOb1083BPg00
Pan TransadW No.
Pagel IM ana51N
Ppe2 Deleon' r
Page) EZeow mound dmwmpa
Pg Loleml arq dose tank
-e eg
page DnMbuton meals r .• ...
Pegs Sysom maintenance specdirslions
Pager Managementaclwminmmn alum
Page 8 Pump WNS an(�Lpj,9
d epeafmanons 7 --
Poe9 SM Plan
Pope 10 Moum OdnVudlon CgwdgaWns
Oegner. imT Om son License Number =1
Dale: 0&2]19 Phone Number: (715)2a6767
Bq �-
ttw Vum
Rmure DUEF.IWtIan Nfavnmgmcerd pMoenwl MVarnvol ver August
SWWNdua98 Mon ofPvewD*mouffion a oV.W Wall)
W 20S610B04 01101.R.1WA
EZB Moum Venon30(R Y1I12) Page1d 10
hound and Pressure Distribution Component Design
Deepn WOKsnnr
T o q
!1Y Mlonnrbr
Residential or Commercial Cesgn
Es11ma1M Wastemater Firm(gpd)
Partlan Fadm (e g. 161 1501
Degn From(90)
She skirm I%)
IrleMllerwn LmYur LW Eirmew(it) 1lO.Oq compur Lerri RvaAY4(d)
CeVp to Limmnl FaMpr(n)
In -MN Sad gpplgypn Rare (goade)
r
sOp.W
1.50
a50.0o
e.qo
140AO
e.11
OAO
(core)
Dltlrlbrnbn Call IMorrrretlen
s.00
Cull Wgln le) l? Yff.? B b Orr 10OMv
1100J Delaware! GM I.&I till
0.701
Dspenal CNI Deegn Loadmq Ride (gp W )
1
In WMWaelw. Ou"(IM2)
MIM hMWIM 11gMp
In"EIsbDUEm Y
nyor
wn PreuDNdpNon Interpreted
na fk?
c
Center or End Mengdd
J
Lamar Swung ("I
If N above. enter tee abu�
4
Number of Laterab
of the highest point.
0.135
Orrllce Daman, (in) (e q. 0.25)
2.00
Egbmeted Onlea Sleargai 8.11 Ferrari
Fortemen Diameter (in)
t00.W
Foreman Lengm li Does the
launrekr Oran bade? DY
Y3.00
Inside Pump TN EWaepn(I)
Entail
Faumam Fner Lpu tin
Spbm Pearl (a) x 1 J
ve LM (n)
MCes:u1 6
®oo
mO�
IO Jt
Fr"pm Drambxh
Sa Vcb Vdume(IW)
Mnimum Weevdan
System Dxnaid (gym;
Bl.3B
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a al
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M dia
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1
a
15o do
k
200
Ja
(qeg
200
a
300
DelbnYhch
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Treatment Tank 1"1
6" 1J
Toll Tank Cepei (ga0
a0
1DC5e Cbn
11boToler
Working Liquid Depet(n)
Weher Corrode, mamum
gamn Proper result in cell Bag)
DPW Tank Information
EMwM FMer Internet
F—iMM31 Dose Tank CapMty(WI)
FII1er Wnulztum
15Pt Dead TYM Vi EtWiin)
PLB25
FrMr Model Numder
WereerLavete Manufacturer
Protect 2Nnrrcmun 3 bNrwm a 4 P mi
Pale 2 of 10
Mound Plan View
Q
Yount Cwnppunt [wnam•bn
FO
D t30.WM G OSOR J 1500R W tJR P12ft
R
RR0001R') Diven•I Cep N•• btR R3 (IiB lAram Avpaele
R (OPyR)I.im13LWip q.a tt W m)11106cabs Prye Papnynl
Mount Cron Sari View
EZOom, DI•perW M•a
PinaRee GmRe todsa(m ---. o I Ia
F o•o•wu f0300 frt)talern
101 W (m+ 1 fi" Imp1 Eiii
Drewlsa� Cent J
El clan D '. p
s.o w sia siw.
�(m cmlwr Ea•mion
Snawnp leer TYgaml Paw 9 Coll
Q Togoll CBp do lw Pep•R
s EZflowl�Ntla am 2 S Y Awe vaa ceotena Fabric C tr
sam aeaia nn D■ VV.TT Tlabj
A
Ppeearnumbc eu• ana eP•nnp Plltlerea
Learei..m auae a me e^ pnvpY mnnemi� vww ...no.n .. vwe s
Pi Zlmmernm3eeEmom A+Urn a Ppe3ot 10
Center Connection Lateral Layout Diagram
Nava Appnpnata Lebrelgapram From Rg01 B&ow
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Onfi DiemMer
0125M
tuition Operates -
1215m
Drakes Spaurp(X)
3A511
Lateral lumah(P)
5133ft
plfixg per tagy
3]
Lateral End (Z)
NA
a
Ondce Nrwty
B 11
aalwibce
Laura) Spating (5)
3 00
a
ManmlE LaI1glE
3 m
a
Late* Flow Rate
11 12
gpm
Mai Dumelar
Z.00
in
Syebm Flex Rde
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grin
FolUman Veld"
J.U"i
Dote Tank information
�ki"ver.Ah wamNp
I'm Id ,1119 s Awlod
Fwnd.I.. p.rrlEc ax and
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yroe
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ow
e-- anuu
pats
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aMlom
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av 1J
Vdume 16 aJ
Ddnenelpn
Illdy
a3Mane
A
Zt 83
311.5]
B
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C
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wI
aa5
D
I00
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85313
has T
Wamr Manufacturer
SJE RFkmbua
Attend Meet Number
JB PI rXL
Pump ManuMcturar
ZpeNer
Pump Mi NumW
Pump Men Deliver
H a8 gpm al 30 52 It TDH
Note AwICMv wnirmg
mai may net be used in this system
PmRCL Lenderman 3 bWmom A r 0' mourn Pai 10
EZflows Distribution Cell Media Layout
e00 Cell Width tBl 160 610rxed to" lend pq
Distribution Call Croaaaaddon Arranyamants
Comilormint Legend
Bundlet the Covered hen BppmvW Dori hone the per the Malr product andetel
Distribution Call plan View Layout- Typical
B.W GII Width �A do t1000 Cell 4npM-BIB)
Canter Lomernm Lehrai Layout Diagram
a, Force Main
611 woe
Center
Manibl0 --� --"'
Prgect 2lmmmmin3tXeJ mAIO'mwnd Page60t 10
M�1109 S ro Y i Ee d 92grallion Scendficadcums
Service Providers Name James K Timm n Phone T15 24&n6T
POWRSRegulafora Name St.CMx CNm ium g Plbre715366 w
RMWED EIM and Load Istramemme
Design picker -Peak 450. gpd Maximum Influent PaNab Six 1m N
Esamabd Flow-A"mage 300 spa MsxImOb S0c5 220 mgh
Septic Tank Cap krhy t000 gal Maximum TSS INO mg/L
Soil Abrogation component Six fifi0 fl Maximum FOGI 30 mglL
Type of WaMeward Oameahc Maasnum Feces uothanni 11DE4 lWl0DmL
Septic and Pump Tank
Element Fibi
Pump and Con.
Mann
PRrauRSyabm
Mound
GNer
U7 ilk
Ins orearvkemi¢eve
3 e
I'm
ins aoneen Be MMSSWY
al least once evny 3 years
Tedammeve 3
66uuM1end radcall
labile anouro Oe Memo and
Ile ror rain and age
ON laekj 3 R
mind Sorry 3 tehas
MWNIWW
1 OGservalOM Opens are a0hed and MmSMde mrsarm to TONS SPS 364.30.1, sieve a watenght cep
and are ssaure l In as Shown In an EZlkw Mound Component Manuel Ver August 20, 2007
2 DRpeRel cell madla mnbrms to EZAow pmauas approved br use Win the EZflow, MOUM Compared
Manuel Ver August 20. 2007. Media R aware] ands an approval ge0bMib boric
3 All grassy and measure plpmg materials wnbrm tome reaaremanb in SPS 3 `Ma Adm Code
4 Tlllags of Me asset area 0 m=GMNish" wan O MOM Eourl or chdel Now
5 The mound SmAlture and other Sandi areas WII be noted ale mulched to Prevent SON a osun
and help reduco host permission
Laeral Tumtup Detail
Minaret Grade
........ ..........
64' Dlamebr lam Threaded Claimant
Spindler VePR Box Plug or Ball VaNe
45 o S BeoUsrSame
Dame�er as Lateral
U6 Fe l
Latest Claeraul
PRjx[ 2imandrman 3 badrWm A+O'Mound Page 6 of 10
Mound System Management Plan
PunuaM to 5% 353by ead, Mm Ca
maws, her of u¢nb] m evvreanm mm Son M o mCdG gNn¢wN u'mmwmrn
airpE Ad�mmPonmr uenun mrsor r m unpmm Cmmmronbi Maanwi vw�eB ICip3.P M olmpurb
slur almpe e^ena mu Drams rvlea or melmor mamrenanmme mammi npF�
mi C PUMMnnman mms It pemexpNan¢wXF SollUn 331 Pam. Com eMn late Pinta are np beater
b PInce MP POP
aeaeme rlrn Pia mm �deub MmahurtPor�mbrwehrtlpnln¢a mfi wuMroaa P ninpe
r^portyNp ew nureaAfi n es,
mmoodytl le rMuni entrvn, a p rneid...t nn vlxrvl¢ nynmmp CeemN unmunJ Glen ,w
ro pnrem a¢pmbl wunn0amefi emrylnro a mntmrmwnnnlem� rn camercryWltr aewrp pyan aFx1Ae F[YrAp
b sepeUMSMIIW mamuryn pvanugn'4uai¢mlm rya ykmae�ygeUinauMere lBla62uui pNe ayy.',
n Mm Cme i ap eynp cpnnngme aryrr rem aim MbrfiM Wll0.
mmV at Vat mM fiM1e�It IF cVro] a mm
n aaryto ensure pmPomPoUnon Tr, le
•filhe nd....s v
me, miaem m.yF 00 brranounly nwpenr.mnwdlmm ayhossnd ari mordlint�:imm�,m.
nnarm•ne..em¢e nmerairlrn n.amuewopnboudy honeymooner fiew.umo. meyrmma. edm, towel„n� eat mnrm.n..
and
rho ¢pm u I F Be III IV, 0 o ama nmoI m" the rmume Of sloops and boom in the Unx e... me rave looms MIUM by the
to by
.. r. �pn in OFouF Iwll ldomej �raepmeall n,ne:rare:: 'the
.t &onto a�s.w. mm:pp r:droe.,...nwsprmm
a wpn hook,.. by the wermm daminflumd=nmoeea
��bm rtrther, P�3 Twe
P°m'p°"'fiw n n°.a rnr. mry marnne wimedpar
.lmr�ree tuner a arose nr In"unl ai. tlnrwrerrm waGfully a beater me ewe cau,wm.�+•p low..
NO hdd, or firmly nonb G barren on bar IlIna eat _ ed lro mound'. benmetr and me morns ed.n ate
Varied and makather, me err 14 nsmt woabn m,msom¢nwrarwt. �Iple:u mmwmm me
e`: Frerecmar soporOun erw.d
therfor in art ushmer Far om, knoat wnwIil old i mmnamne,oaopeo rant d� mxm.
momesmound ea�pm Fro t: mond�:mfimom la m rzd mop. boo. led rusto .d n w For tuba una.mru>e orb
awa.do Ito oe°nrnr.. me ham.Wa.• r m^*you Ifhumed hadAn he. Or For, me of a®.e rrent a.ae nw
MUWW wi It It
mu:eu. ern lw to Gurmr¢itm1fir OFF has sixtu,..d and d ontme when a Prim, M or in Our rq a repdu.e bm.ime WWeur6WwnwJr�W
w.a p Cbm,gT,W Peters mnmerdwwae p. ilium an maymbi wmmip Pon bust ome owner and aides bore, rn rmpermare kidr,mre Pirma rad room eddemom m m roew=m monnompIt too r
w Mal
mrshor zr eornieo:m mmpur.nnd.mmeder q`„e Pee gasper demoult dreg x",w or rew¢d In Vp tendered
14 job ,porm dopeebu�'room
or ararrao, tofIIII"m a wwa.. domomdinds etlFpme a+arK ¢orw»nr.i.n.od. �mnr.ewn
lf the mound
waW I,
Idea show
full a am rmflm Very am ,rho w o;e knot am, n��� and .°too org moll �a show mo>w Poam thabromed,
now » ape s q this For or me n. and Imppdne nu,r m¢II Pont r.pul. ren. Fluor pd.mu ` n
Project Zimmerman 3 e dU m q, 0" mound Preh ] of 10
M2020 ZmWl Pomp[Amww 1140 s.nu Pno.m Pump,
14
65
60
55
50
45
40
35
30
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20
15
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5
1451
4145
1401
4140
IALLONS
10 20 30 40 50 60 70 80 90
LITERS I I I I I
0 80 160 240 320
FLOW PER MINUTE 150090
6A 40
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F<C 2T33
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I. This syMem is b ilmn ad andlucnW N eccoNure wiOl The a Eacd piano utl WN my
wmpnnem manW(e) Tefwmced Salem Tie owner, as aeliW in duper 101 DI(I D), Wisconsin SWuns,
u mlamible furwmpLuxe with YI c[sie rtpwrtmann.
z Swfsce P runoff from Ne Nuve homePill. @iveway and amomainp artaslWI be dnmtl away Gum
de mound area.
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rob TM arvmion TrtncL ana p;ufN �o airtn SUP fan wain amuntl ana avnY hum TM moved au.
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Ai1P Interpretive Determination Repot
Barbara A: Rrian Zimmerman Property'
intwollop
A Sol he Si¢ I:vah"I igi of ass plants!) wb wmp4W yy foresail. Tgtppsalt, Rp't of Sefep &
Pmfonamarrow[c Cliealer tskmas mlurc lM,]oll Mpulueo 6mm�imenesui46ilirya0
vmmWelean (.Town Wy4wna Trtalmem Sys4m lTV W191 w sate gnayuE rolleze b
4 Xuled nn l6e popxrty Mturysni ante nlvleEwm[xiAnl83n ]S due ageleulvsl psrtel.
Tn[,nods of Inc evaluuum indicated am! mil mnWlity is+omewlw unable Nomisho ! the site, wRh
'k"am"!anus of mil an frymfi - 24' i4lnto Aa 14"1. M mine own ventilation vas pufgmN
on Joint 196,'019, goon more EIinMA Ravi DSPS District 1 Wa¢wtm Sessions; n4n)mmn.
DSPS DieninJ Waa¢wtu S Iaht, Rym YaTwfJm, fieldflow Snecielit with lb[St Croix County
Cammwny DeveWpmem Offset and Jim Thavi CSTM wilb A CE. and & Sao Evalotiau
The pri nuwntl alms Maud Inthe n[Mwutcomer oflne SEME'L. Si 22, T29N R.161 Tn.
of RnLwln St llaix Case, still. Iyingainnown velY 98' mwn of no cemvline of SM Ave, and 350'
%mi of the out prugny line alum 3&75 merymel Theai4nes been uagrl[uhurelryWacoiW fat
sevenfYemv.
ornxmr
Sul mlm, nature, emotional, and RealwummpM1ic feuwa have bew command ad rvnrdri an the
lschM Soil R Site Evaluation µepn in eua " WIM Chage SPS 3851Af2), Wise. Administrative
IntervalCMe Mrei dovo Mmvestigtlm oflM1e+iu ircthe Plam omwn lam nano ITinf woada
onI were me all n was mend swundint antepropeedsys am l¢vwn6Y ot4nim dipad
Lamle Wilomwellmilnitsraid m10'gm, ilonas larked so
NepwposM pollee A"Ourml
elavims eM bnwnul meawrementr,.me Wen ss n<ebai w gamin luulscepe p.vinun wJ dmmi
sepntiwt dituncn from worriment Innd=cope hmms.
local limber
St Cmix Cowry ,s wderham by Pnlne da CMm M1msaa and St Peer smtlan. wb ch aovm4t what
mosela "fwmwB tM pnrclpel mil puent mmenal Av ofDry rofNtlaai Repots Well
Pilling µepvo fled far walla (wuMwood wium ue gamma , rtgiw iM¢tM mil d5W of4r-61'
+'l, m8+^d vane eM Dolcmhlc Ilmeswnv. S4na rsouM xuer agwtn 4+elawtte found tl Id0'� 205'
bell,law paid. ,
f:rowoahmlwr
awMa Me1L/L ue U S GS. Sa115uney gfaual mapstlu xi4 u FmvaM Smnagn ail loam. M
punue t mrW ufpla one is [ontebm WallSumegn silt bun cwamng of silly sediment over manna
Mown suAY Icam uM rcdduh brown stay aley Irmn 61am1 nLL Pueon and Santiago nib ere
Malawi, wnlldnlnalwwell AemM aM ve lose4tl wgmlY ilophn8 saa on 4ao115 o(pouM
l iduad dai Tbe2sud 4ea iepeinmed mine swoomew slope ofigb[ial pasts mownetle
itul Meen Sw imioMSL)nof)24of1241'. The womine ex4Ms pMually uylopemtln wpµ
tots -w<suo unomial elevtion of 1218' MBL. Tile ggmsM s554m wnbw Iws egaoxima¢ly d' in
elevation beloweunifan¢cmnplex summit sbpe lottlM llMl'w[s4MWrvweq aline el4 Mpountl
sbpe exbmN fiom Na teeth ua m on eaW aanb�eMlydnmm nppaxtmeuly 1110' Was
wermm<nt svum M1aringe numrrul elerwon of 1165' MSL
+INm and'.Illa[ovo Ne rynWvaf sV[m rams rt linry emvex. wM
,inlr�e �,�a me�[elmgtll[vmul[mono nml al,mµlN l,rcu M1orucnYl[mNw T4[{raunl
slope a [m+IMn14 5 - 6$ wIN a ultlM1[aV rap¢' of I 1 J°
1.0calIlvErob.r:
S,ItlKLK P'eioss'Surf leRrcm conv s'u aNxu thmaehms Ina pa VYmM firioneread said
tie ow4l firm amw OP s M• abut
Ilaxe ay hum Ne papdYu uc+.
LWIN T WygR.yhlith, Thx A and n MmwnwuiV of m ely antluN silt Iwm M'Wi%
ynuJ lnnlwtinn nntmtWL wMn comninN wax tna umbumt s-Th alopea[ws Ne ptglnaed nyAem
Inn. him pre win Imride Bad lateral suromfixe wars now
h 11VjrwdK n. Ynl for, were evalualN Neo'Ffaul nits l"Th dwtn8 art monN of lure. ]A 19. 9dllb
evalualv.l new prn x[hennet�et [mme+at Inawil%s doing evernellltl fornmss. Va wandfihe d"
m vm+nl, [,ir,acd n spRaatmatcl.. a" d1mt8+Maven [mditims.
h,n �lVRdnl y. rile All, within he pmWmd syTetn swan aver brand m he comieem *A the 5uli4n
Varying M1nw Or men u.S,{t,yso Surev f;yitou(even wjd{gnSm MoMn assortment
,,It hums wart [AnvW ranFinB to ad¢h of I'Y', 21eon 0e0 nr mason V AV Ah aunt loin aM
amM} clot I,xm, Mlow
µ st arrodAM[ I's'itga3 RNoxlmrtphic 1'eaturta well mmerv[d %from the A Intent of l of the R nil
prnnlm, wA the Mill S profiles bvioury lNnimorAc feanm n"Mfrom or ty'al to AN" No
OVVO, of parnom vNrWon ass eshaerrodxAfnhdae upper V of the A honmrt ResdoxtnwThK
rcoMened a+fe Oxideconantruinna within 'he lower qM'm of the A M1me ,in
Apsh pon,",'fib, N horizon ern Wwghmd she(; Ilonaatn 0.edoainwThi[deplNiw were Vleerred
within the Wiser VARV Vim 6 nodes and Ihroaghom the a honanm
IUdtii]sih:.t M1u wua at erns cite m wr next Jw nzeaay v lw to M ntegmiaad aabdtie aoih.
FlIzahM RWmul, DSPS unPct 1 wsstewuet saa hat. Nit hown. Miss Uishin l WeVMIn
$pvi.IVV" R>m YVon8lm l aml Lxells, aA xsh the Sr. Oolx Clulnr emmmuM PeaekFmva
(ITup fwned ul with venhcurm of The site in lwe lo.:olit
(wardNe[Vuweodeeuea:
camAVjnn \o xdaeinarpl,i[fawt m xexohssnw wtAm Neu ppr6 NNeAmrmt below
n'eluatM sail pmnlen mA[mirig that me M1181mn keel of unmYiun is muntl Y ®ram Am 6" M1elnw
+ufu t wauul. The lack o(hyNw s hi iNi[wc Auugh iepleuy sstumtes fw I¢s Nen and
yawing maws. m;eouPlN withdmurnofrt,luainam. Oi[mPlnionsd the spoor M1unmmend the
nort
Me nemmaa [obas eiphyed o,sn al m shin Pmhla.Indit ter limited al Hose within thcx wins.
'Ifie rt,lovinwTh'[ 1e°tutsv,bmrved+m mays ruauh of vM1un-term wusonal auturnunn
the mmkradv uructmN sit from soiis Or the A imh will u[Mmmodem &C Infiluamm eN dispersal
of epPl'M wna[weler nor the POW TS and I'll atlox' weed threat to he a¢i OlAd Into the suhlufxe
hall IM simple linty calves dope Atli x[ntrunc a mothers dlcpeenl of th wmil) moutru'8
mrfa[e woe[ and orphan wssrewatn away fioIn N[ si'e. S[aamenv offamaled mtdldau m VIA actor
wnhmlMuµrere o(Uw Veil pofY vevida[N hl Ne la(4 aemNvittarhi[fm Me^ Na
tul6"n(wn watul In sty rN 4xt mint etW diapetnl oltmlM wns¢wYer fllue1 d"
Ibdma ranch, her a orm RJAI In nllovd b SK IS?.W 3s to
I.) shremmddlspemel cell sbnna bewmwcnd anlso 1g hedulmour
shape m IandLand w Os Sod s ushEroliMan R e co The lino l fell $ould be
designed and emmllm m�gae mwh artxe ana.bh nmuwlmgm aapmeroh-
apprommany
3) Thc rile meoula be cltiael plowetlmaminimwi tlaPde of l6"m Nsmpl entl reonem nny platy
untmiM sJ(Iouns wumpom mflMdon One
0) Turym�1(30')OfASTM-633 sore fill shall be pincM btlneeN No uppmlop of be
3) Thelmear loadings fie appLypon ofseptie seek effluent dmuW ba 5.0 ppNlmew If or
1 snd Oeb ereogiplitahminkskwldnmexc2 040gp&MIt
4) The mound shah be won tM m divert emhca waur seemed and evny noun the movedA
surbce wmm Nveremn bunch sbauld bzwnwuyed m Wousimvely I weds exuMug
belwxn 10'—z0'wslqu Muss saws s¢ Accionral Ell shouldslw be Wdetl dhtttty
onshore or the Upper me of flue emuve and lgeeue min he drvenmb omen and @ iN to
neon smhee wmer vouna and ewer ram the messed ones
s.) the emnneeMll be nnuhu the ineaardenm wiNnsept.aWmme One to mot end
«wmmmdme.,aa indm�ngw ream.ml nrOIL .egemem gam uk s;n peior m aw
prslsemaon
Enid mMwlry fntupprovmot a POWls momW on Us sin ha W W the appopremrcgUlmmy antheno e,
We Wisconsin Oep'I ofScsgy&P hmioem 5mvicea and me St, Cost COwty z0an IXp%. The; reyon
entlmdnttvmm�a,«commmdmions uN nnpclea�mmmp NepmfmiowloPmion oflamssK Thompson.
Uep't of5ahrytPm( mml9w�ae Crehxee1 b30021
Refesimm
July 1978 Uniutl Sbrns fkponlment ofAgncWennl Soil
mrth Uvislon Of the Colhge ofAgnmll and Life
tiervices Chsle SPS 38,
United Stmm Me G{
seal, Named Rowena Ce
Wi¢omm. United Sm4s
U S Gwbpysal Smvey Topographic Map dawnlooddnr hqh
Wlvmam llepononemoW.wji4 Rmaurcss Well Conawneov Reporn
Grouts Wtlm Raourm andGwbgy MS[Cmia Coovry, Wlstwsv. Wei 6mnao, R.C.kTro1a,
L.0
SCC ArcGIS Web Map
E12 19. 12 W 57 PM 12.251
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•evrunr whwna�+�c®Ewa+w�ewerx�Mw+`n�+�an.mrsar�anrm+sirtw OXwo lawv'vM1�'m�v1wM��uMwi om um 4
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LIXATIM NWTIA60 wfi H
Finadsbed Series
Rev D3H-DFJ-HFG
OM006
SANTIAGO SERIES
The Santiago series comiaes of well draned soils which are dap to a densic contest They famed in
la" or silty lacurtrice deposits and in the underlying those sandy team all on ground moraines,
disintegration moraines, and end memories. Peomaability, is moderate in the silty mantle, slaw or
moderiddy stow in the lower pan of the solum, and very stow in the subsnatum. Slope rang" from I
to 45 percent Mean em" psectmmuon is Wrote 30 inches. Mean annul au temperature is Wood 42
degrees F,
TAXONONUC CLASS: Come.loamy, mixed, superawve, frigid Hapltc Glossucialfs
TYPICAL. PRDON: Santiago silt loam, on a convex, wnheast-king slope of g patent in a
cultivated field, at an elevation of about 1, 1 So fact. (Coloce are for moist sail Mess Otherwise sleled)
Ap--O to 10 inches; dark brown 0On 313) silt loam, fight brownish gray (I OYR 6/2) dry; moderate
medium growler someone; friable, merry f and few medmm roots; 4 patent gravel; slightly acid;
abrupt smooth boundary. (6 to 12 inches thick)
p -10m 15 inches; abom 60 percent brownIIon 513) silt loam(E), very Pale brown (I On 7/3)
dry; weak medium plery so-acture parting to modeatu very tine subangular blocky; friable; extends as
tongues trim or innermost mmtwrm Ofderk yellowish brown (IOYR 4/d) silt limn (BI); moderate very
fine wbangular blocky structure, feeble, common faint dark yellowish brown (I On 314) clay films
on faces of peds; common f and mrdown roars. I percent gravel; modaauly aid; clear amroN
boundary
B/&-15 m 23 Inches; about 70 percent cook yellowish brown (IOYR Vill rill loam (BI); moderate
very fire subengular blocky, structure; friable; common faivt dark yellowish brown (I On 34) clay
films in faces of pals; pemmated by tongues of brown (IOYR 513) sill loam (E), very pale brown
(I On 7/3) dry; weak median platy straeture pursing mnderate very fine subangular blocky; fr'ehle,
common fine and few mvdoum mots; I percent gravel; very strongly acid; abrupt wavy boundary.
Mosaic brown ranges from 5 to'_0 inches thick.)
2Ht1--23 to 36 inches; dark brown (7 SYR 314) gravelly sandy loam; moderate fine prismetc
structure tending to part along IKMZDWd cleavage planes to weak medium plates urherited from the
parent material; fum; common fare roots; common farm dark brown ('/ SYR 3/3) and few distinct
reddish brown (5YR 4/4) clay films on all feces ofpeds; few prominent brown (IOYR 55) silt was
n vertical feces of pals; 14 percent gavel and abou I percent cobbles, slightly bri strongly acid;
abrupt wavy boundary.
2Bt2--36 to 49 inches; dark brown (7.5YR 3/4) firse sandy loam, moderate fine prismatic someone
Iodin to pan along horiemtd cleavage places m week medium places indented from life parent
co end; Ons; few fine room; many faint dark brown (7.M 313) clay films on all feces of pros; very
0v,70ice
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PL-525 Effluent Filter
i
PL-525 Filter
The PL-525 Filler is rated for 10,000 GPD (gallons per day) makmgrl one of the largest filters in its class It has
525 M1nem feet of 1/10" Mindoro clefs Like the Polylok PL
1D Me Polylok PL525 has an mummatic slei oHball
,,,failed with every filler Who, the filter is removed for
closing, the ball will toot up and tempmanly stool off
the system so the effluent wou't leave me walk
Iarmros
06" Filtration Slots
• Rated for IO,Wt GPO (gallons per fey)
pre �� H
• 525linear feet of 1/16' 6lomm
• Accepts 4" and 6" crCHO 40 pipe
r hrnpwvV PVC
boodle
• Built in gas deflec or
•Automatic shut it ball when floor removed
I
• Alarm accessibility I
mod
• Accepts PVC e,temmn handle
es,
PL5251mtallatmn:
Ideal for manicurist and mmmea:al wane Houn up an
nsn,,w t
1 OL00 gallons per day(GPI)
ai/d. ,r.
1 Forms the reflect sit the tank
2 Remove the tape cover and pump lank R necessary
3 Glue McHlctu housing mthe Tr or a' outlet pipe if
Acrate
wam40^Pn' p
me These, not numerical under ire arms opemnR use a
Polylok Friend & Lok or per, ofp:pe to center into,
4 Insert Me PL-5n fJtermm os housing
5 Replace and secure Fe septic tank cover
refined to
or fund Sted.ed ad
®H
IT rgl!5 Motown..
The PL525 Effluent Filter will operate efficiently in,
several y®iv under normal condition, before requiring
ctaanmg It recommended that or alter be cleaned
ev,v me the tank is murder, or at least every Wee
yea If the installed film, ,nt,,m an ophorul alarm,
will be netlfted by an alarm when
eeorvner
needs servrrmg 5ervhcrngshould l done by aaerMed
commit
i."rh'fl"""
septic tank pumper or nstaller
l l same the cartel of the error tank
ses Us ur0
2 Remove rapt vry
mfter,
3 Do noctuse plumbing when fJteruremsary
ingwhe ,n...d
wetl
4 Pill P1.525 cartridge out of ice haucmg
5 Hose off filter over the serfs, tank Make sure all i
urban on hadmb repay ank
6 lmi the filter commerce book into in, Lesson making
lore cthe Wmrv,pgp_rly eGphedand announce maerMl
sides. S.Iffaho'
Pol,"Zbwsemrnl o.i.pt
9 Replace and secure septa ep: over
rnrshunFllmroc.nm onaamm Is' Looms Masi
Polylok.loc 3PmMeld Blvd Wallingford, C? 06492 Toll Poe 877 765 9565 Far 20328495/4 ever polylok con
p9 aofe
LAST -A -SEAL
ASTIR C-1227
WLP1000/650-FDL TRIPLE
TANK' SPECIFICATIONS
DIUENvoxs
WALL; 3.
BOTTOM J.
COVER 5-
MANHOLE 2r ID PRECAST CONCRETE RISER
MGxT S)'
LENGTH 160' OD
MDT-[ n' ON
BELOW INLET b' OA
UQUID l£ME: n-
WEIpR LUNN LBS
INLET AND OUT=
C CAST -A-SEAL SCOT OR EQUAL
INLET AND ROOTLET BAEFlF PNO FILTER
SEE OCTAL N10
LIQUID CAPACITY 1232 GAL/IN (SEPTIC
32 Gq/IN (SEPTC
15 83 GAL/IN (POMP)
LOADING DESIGN 8OC GNSNIDRATEO SOL
TANK CAN BE UI AS.
SEPTC/DMPTC. SEPTC/POMP
OR EPTIC/SPNON
COVER: MIX DESIGN /8 (NO FIBER)
TANK MIX DESIGN 0 (SMALL RBER)
CUSTOMIZED TANKS
FOR CUSTOM TANKS CONTACT WEEK CONCRETE
FOR APPROVAL
ANNE AN D BY
APPONAL DATE
PeODD nz NEEDED Ev.
Certified So I Map M Na
Warranty Deed 4754743
D.soncy Bu>er
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Brian Zimmerman
Mailing Address 2467 90 th St., Baldwin, WI 54002
property Address 2 60 th Ave., Baldwin, WI 54002
(%mr,mm, rtauima rteam Plummg@]unmg 0<Wmnem for new cilmorwanI
Cal, State Pareendentifiication Nalnxr 002-1063-90-000
LEGAL DESCRIPTION
Property Location NW A. NW A, Sec 26 ,T29 NR16 W, Town of Baldwin
coli le., Na . Lot « Na
,Volume Na Page 0Na
(before 2007)Volume2513 Pageg204
sm, name Dyesam Lm Imes meabranle Oyesi
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
maintenance
consist,
ofp pumping
out the optic from
1m[ouWrter boost
i fmawrt lby,I.. M1w1mme,e Nnpn
cry, unp,ng of mesa lm it in IW,lua ,,!nestled by stem Oner me WnanYou PO nm
IM1e system eRetl,M1e tun cline opus unkaz ,<suge m,M1e wu,e tlnpal system Own maintenance
rtspurm011i1¢s rtspenrM in fiSPs ip<]III+nd,o CM1apn<IE-SL Cm,x Cooing Saniury pdinan[e
TM pmpeM owns agmex m rubmn w Se Cmtx Cwnry Planning 6:IDn,ng Cepmmem a umr[ulvn la,m, sIFm1 by,h
andb uc ),In,
111 umrymm plumM,rtnam plmoh<or abasd and pv<eng Iif museum neo
v dalloa0pie io pmp<r giemng wndinon arm o<I:)aflw inspection and pumpinglitrc¢iuryl. the upa unFn
ieuit�ba„i lmn nrelneg.,,
Fw. me uMen,Fned n.v mid,ne day" normalW ag[tt,o Ivn me are wmil segment systemwoo me
cweim, set rmn merge eel by me femoralof safety And Nor i$pnu and she Dsposa of Ni ew
o, If wi mi f m?aN�m se that lure Wits system m, I mvmuioed must be completed aM mai mine a Came
Culp Planning & rural Drownewro within 30 day, of me duce year exemi III,
1/we amy that all mumeu a, loyfim,are Ime bceoyy our knowledge Vwcantafmosm,coof,ne
full described all by mlNe of, tea�no deed call in poster rOe sOITc
Number of bmroama 3 J
6/ 26 / 19
70IGNAIURI! OF APPLICANT(S) DATE
'"Any Infmmumn Irmo mucarecenled may rtru 11tile samary permit bong rtvnked by the Planning& rising Famartua l"'
Include wary thin apphn iteratedo ants deed frmthe RmIder of Deeds ORa and a wpy of III sul map if
rtrermo, is margin the wa ntY died
!REV all
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