HomeMy WebLinkAbout020-1489-00-240 (2)
Cao i4~q-
'Wisconsin SOIL EVALUATION REPORT /0. tt2071
GF.^flrlflcr'. C(l.OTmr'OP, I- ar cnrdarce'.tlltl' Cal 85,'J•. s. Ainl. Ccci.' Pace 1 cf 3
Diw•icioo cf Safety arc H, Ifinys d /~SIceI's Sol tiervi-e
County
?.Mach turn;agile 5Ce clan o9 caper not ICSS than tfii x 11 inches r s Ze. Pan r1JSt 51. Croix
~rcLide. but rot lim Ice to. vec~::a and ho•vonta reference point ;BA97. cro.cton and
:::vent slope, scale r,r drnerions. north arrow and !ocaLon a•rd distarce tc nearest road 'arcrl LD.
Pendinn
Please print all information %Reviq•.ved 3y Y, l -at-
t Ylal in'i_ Chu per. 104 f1 A '
i'•upei"y Otvn=r F'rcperty Locallon
Bast, Karnon {„net I of na N4Yt14, SE114, S10, T29N. F.19Vd
P-openv (>•vnelt. r.'a I rc ?-dd,pss L-0 Z¢ 1 4 Surd. Narno cr CSrvl4
400S Seco•td S:. Ile Hopkins Prairie 1 St Arl ibr.n
City :itet~ .%ip Lode ~•n-:r1: r,i.rt:e- G.ty l aoc To-.N-n Nearest Road
Hudsar '^e 54016 715 386 02 Hudson Scott Road
Nenr Ccrstrucbon Use' Residential: Nurn::ei of ::eorcorrs 4 Code derived design lbw '2te 60")
Pepla-ement Public or commercial - Describe. na
Pa'en1 rnaleral oulwash =lcoc plain elevation. if app icable If
,eneral co•nnrerts Convonho'1a. syslen', s; ste•n elevation 94.90 . I renchrs spared and depth to code 4.00N below grade..
zrd reron rertlalt ors:
Bo'ing a QOrittg
;;rcurtl 5udace e!c•.•. 98.9C' ft. Cepth :o im ling f3c:or 100 r Soi F.ppio::aran Hale
l(rizon ')eoth Dorn 'rant Color Redox DescnpUol Texture Str.iciure Corsistence Boundary Roots CIPD fF
m. nau•rseu Ou. Sz Con:. Cdor Gr Sz. Sh •er'a •r'rn~
1 111 a;1~t3?1 none sit ?riO)k nlfr cs if .6 .8
2 10 2C :Cyr4;'4 none scl 2n)sbk mtr gw b.4 .4 .6
3 20 30 10yrFir4 none s Cl 2msbk mh CS na .4 .6
4 30 100 7.5yl none cos osg ml na na .7 !.6
7214 Bo'in9
Pit Ground si4rl elev 98.90 fl . Depth to Ini,orl `actor 100 in. SoilapphriLon Zate
I tnrizr:n Cep:r Canvnant Color Rodi Desnript or lexture Strucl.ne Ccnsstence Boundary Rocls G-rift'
il. MI.rsel! :;r. Sz Cont. Cclo' Gr. Sz Sh. •Lnrz1 'Erin
I 0-13 1:1,iri;rI none sil 2msbk mfr cs it .6 .8
2 13 23 10'yr 4;4 none Sid 2msbk mfr gw IV, .4 .6
3 23 37 1 0yr6:'•4 cone sic] 2msbk rnfr na .4 .6
4 37-100 7.5V•4 6 cone COs csg ml a na .7 1.6
Effkwnl41=BDD->3^< 220 iql and lSS-30 15:)rrr:a •P-euertb2- BO:)_- 30 irg:L and TSS< 30 mi
CS- Name ;P ease Pnn:i Si na0.rc: CS- Number
David J. Steel - 248956
Address Sleel•s Sott seroice Dal t •al.;a'ran Onndl red 'elecill Nurnoer
13nr' 141%. St Ne;, nl9^rn 1^i1 540" 111;2(:.''2:104 7 15.760-0347
~ro9Nry :>emer Bast. Kernon r,xrel IDA Pendr)y Rage 2 of 3
a 6o'in3 .r 911 ry _
=u Gro.rnd surface cloy. gL40 . )enth to limiting factor 'CO
m
_ f:,21! -App IC.ahO'1 RaIP.
Har 709 Cepll- Dnminall Cnlo• Rednx Descriptor -exi xe `rl.clare Conslslerrx H:;Lnda`r Roots "P'V~l
1n I.'unsel Cu S/ C:;nl Ca10• Gr. Sz. Sh. •L'a .l nu;
1 0-112 10vr3;r1 cone sil 2rr,bk rnfr U; If .6 .8
12-24 1C'yM:;4 none Sic 2msbk mfr g•;: 1v1 .4 .6
2432 :(;yrb;` none sicl 2msbk mfr cS nd .4 .o
4 32 100 7.5yr4:'6 none cos osy all na na .7 6
Bcnrg
❑ Bonr rll Ground su'facc elev fI De:ah to I orc.rg rarlor n Sol Applicalien Rate
Hcr'zon Cepth C.:mrlanl: :ao• Redox Desc'iot on 7exlure Situclure Consistence Boundary Roots GnO;fv
19 M.11561 Ou. Sz. C:orl Color Gr Sz. Sh 'SP%r • rldz
l5on)q k f3omlp
LLLL~~~~JJJJ PI Ground sbrtace ele'd. ft Cep:n :o 'ironing tarter i, ,;ol gpppytion Ra!e~'
b r.: un ractb -,ran. !:Wor Redex C'escription Texture Struc:ire Consisterce 4cr.rcay R, ::::Is =NU+R'
r Iv: ws'll Ca S<. Cnnl. Caao: Gr Sz Sh.
'FP r.err ;ry-F,'. 1 ii--:irir'n+ ardT.. 'S0-)0'L F"tF,1 n`-FLI: iii it :T',',- _Co'_+L
I'hc Ik 1.>^.nxnt ol'Colrrnrr,vi rrc, lvI opnortunilc.craco nrmiJ:-tmd cmplu~r- It rc.1-islilllU to nxcs<scrvicc, cr
rx.,' n•. nt; -i ,J n ❑n oltirr:rlc 'r,rn-. Ll;:ni r,:nr.:et rho J; ~drr n:cnl ,u !•I::e-.`nr,-:I> , I .l' !iriti-_'i, I A???.
.r. Ii. -
Z ,
- -
a T b - 1-8
-
0.
_ I m 3.52 Acres
1 7 153,389 sq. ft
t7 C.B.A. = 3.4 AC.
7 2.53 Acres io
K- - - - 110,234 sq. ft Cl)
-
_NT LBO = 923.5
C.B.A. = 2.0 AC. - - i j
I ~
I <
t ~
-
M ~
I'; I
30*:05,
ro 16 $89.44, -'".39, k
I
27 Amon
99,071 sq, ft
t0 I C.B.A. = 2.1 AC.
f0 61 A
0Qi it
i
I
a _ 15
p~ 2.27 Acres ^I I
98,952 sq. ft
C.B.A. = 1.4 AC.
60'
4-
s ~4 y~
,tr wN
4
Q~v
14~
2.31 Acres
100,456 sq. ft
LBO = 924.0
C.B.A. = 1.5 AC,
00'
a
O
0
STEEL'S SOLI. SERVICE °f 3
Ua, id j Stccl Kerion Bast 1306 14 l sl St.
CSI-1'O\A ISM NAV'I'-I.SI Iid,SM,I19N.IN, I9%\ Noe Richmond.NV•I>401?
1 ie, `-'Wt 6 Tomm of I ludson. St. Croix Co. Direcl 715-7604'47
l lopkins Pratiric I st Addition Lot 15 Fax 71 ~-246-0318
I h i. ;nil e, alualion .ats ccildi mcd to salith a nn i:it~ rcquoc:u:r. t. K min or n•a., no! be suirah!e Rn' your ❑ae.
I I c oCaion of tai, test m:lv or rmN not be a. ,
huwrl, a. pcnnanenl Irn Ines %terc nrn esta Mis.lcd at the
I'I'iC1It' W I: %N :1 Con(l ticted.
Le-cm]
i ♦ licrchrmik 1 le. Illo(itI fl
Top o(' 31 ?4- p%c ripe
• %It FRenChmark 1.1 100.10 ff.
I up of .i 4 psc pipe
13orinr~
Rorino Flevation.
Bf - 9ti.Oi1 1?
13~ 98.(10 ft
- / l3 ; - 97.911 it
0.00 't
t
I
I ,Cw
I
Z
r- i
Wisconsin .-~81L EVALUATION REPORT #2071
a C9rr 1 "Illrl 0° 3
Ccpar[me'lt of Crn1l'rerr;e 19 1 : IC12•r U: _
r~ L i tSUm Of `e.C , aTI l Pr Jd.V:.:S ,il:;r.•.; iec
t,1yv>(1 Ilaci orlp ete site par on p2 er 0 Tess tha9 X 1 III In size Plar ni ~C r~ty
51 (:fcix
i ~I rde, tut not P.wiled 1 u ti al ai i orv rlai '2 erea a point r"'tir do :n::r anrf
:n_wrt slope, scale o' mrn ~nvca s, •i i, i ar. rv:, ord Icsacor anJ rLS.nn. i. to aeare5l rood. Ra'cea U
Pci
Please print all inform
-d +i° r ~zt nn r~ Rev ev:e:: yx Uat.
~e.r nr^e .Rf.IL+.141.,ntl~rr:._ .II :I. r..._I +ilj(rn:11L"
l `?Pr-"fr IT.Va2f npeRj' _CCafi00
ISSt. Kernon ;Jl -it
't no .V'>"4114. SE1i4. S1C_T25N. R1PV'u
I''rr.Cerly; in•ne's biai iag ALI ress JUN 0 # r~7 Rlock # Suto. Kon'e n' CFM#
403 S. Seccnd SI. na Hopkins ~iairie 1St Accitior,
ly S7a TZ< RC,1X GU'
C C^~C Phoae er ,:Itv VI Inge Torn Nearest Road
I Ilydsrn "-Vft 40113 715 326 (?217 1 ludSOn Scott Road
'JeW i:o9~.trurC Or JSe. Resi irel J Nun'ber rt bed'oorl_. 4 Code derived Oes'gr -ow rate 633 GT
4eclacelrert PJ9G~ or Lo-vv-unia. - Desrf to flat
areal Iratenal oolwasll t- -IL q 1 r ood pain elevation. i`apclicab C na ft
reral rnrnmeats Conv llional system, Syctem elevation C,4 MI Tienct'es spaced and depth to code 4.CCf1 below grade.
a id roaoe'riendabons ; -I,C f 'I _ /i
1 rr'n # H.nnng
Ri: Gro.ind surface elev. OS.g'3 :?enni Ic I nn: ry'actor 1C0 ri So I.Agpfra on Rae
Hcr zoa I:eOf Dcminaat CoIC' Reda:x Iiescnptcr -exture Stru-tu'C CC9siStenGe Couldar•. Roots GPDrh'
in Morse I Cu. Sz ::onl .^.raur C?r .cz S•i 'En><'
1 0:C 1Cyrl::l none si 2'nsbk mfr CS .f 6 8
i 10-20 IOyMj4 none s,id hn,bk mfr gw :vf .4 .6
2C 30 lCyi none Ski 2rnsbk rlfr cs na 4 .6
4 33100 7.5yr4;`6 none cos osg tll Ca na .7 1.6
R I %:rn.ra surface e 2v. 9ffAl1 11. Ceplh to'unnlrig lac:or 100 ar. Spi App icotion Rate'
I-oriz^r i?Bp:9 Corrmart Cnlcr RC-ox 'eSL9l'liOn laxlure SYUUUre ;:nrsstenr:e Ro.u riary' R:rs GFC?fl° -
ri klunscl 2;z COrt Color G. s/ SI' 'I'Iat Tff-<
I 1 0-13 13y13!1 none sd 7rn,hk rnfr c: 1` 6 .6
7 13-23 IOyrr,i4 none sid 2n:s,bk rnfr g•;: lvf .4 .Q
3 2; 37 f3yrf:4 xx c SICI 21 1 cs na .4 G
37-100 7.5yM,'•6 none `.05 osq ml a na / 1.6
EBLierl - DOC 32 22"1 >:10 1.`.n irwl ' f•r• t.=rl !r7 - f;iJll- C. irp:_ and T SS3C rog:L
7.jame:r'eas Pri'i' 6 li 7 r:~:nnvi
!'.;;v c. j Slpel 2489%
Lddwss S(fl. ul Seri Cal F aLi'itinr ';o'rchi•aad el Clone l,i-nrer
'0+ 14 , '1.t1 ~ntzr 9407! 1C; _J2 `._14 I ~:F~-1y47
STEEL'S SOIL SERVICE 3'J3
Da\ id J. Stocl Kernon Brit 1 ',96 141 it tit
CST N)\YTS\I 1 i4.SI?I~'4,S10.I2QN.R19\\ \cvv Richmond, A4'1 54017
l ic. 4248956 I o"n or I IndSan. St. Croix Co. Direct 715-760-0347
I Iopkins Prairie Ist :Addition hit 15 Fax 715-240-0318
i
Thic soil ecalancoe +a~ conducted to swiclA a ioninu rquncmert, it map ur n% not be suitable for.uur mc.
the . c-iliot u' this hit '.11u1or may nod he a..Lomn. at, pennunrni lot lanes %rere not e,lahlished at !hr
ti'rle'-re I t"<'. 'L' w ldt' d. - -
~(t Legend N
R. nchmar6 Ho. ]00.00 It
l l'op of 3!4' pte pipe
• - Alt Benchmark 1:1 111(1.10 it
lop or M Pic pipe
C Borings
Raring Hc\;ltion~
R I 98.90 1 *1
1i' 98.90 ft
\ - R3 97.90 It
4 t k IV, B4 - 0.00 rl
r
° 4Y
I `'rE 3\
i
c1
V
Z I
3.52 Acres I'
(y 1 a 153,389 sq. ft
C.B.A. = 3.4 AC.
2.53 Acres t0
;r---110,234 sq. ft M
i
°NT. i LBO = 923.5
C.B.A. = 2.0 AC. - - - I I ,
I
----j
L s
O
3p 1'• Og'
i
p:
a,~- rod
16 589.441 288.39' sZ
i
99,071 sq. ft
tp C.B.A. = 2.1 AC....
t0 ro ^'I al ' ='i
~ 447.68' I ~
a ~ a
!j
15
2.27 Acres
98,952 sq. ft
C.B.A. = 1.4 AC.
i~
D~ a33g 44 140
~N
n
1
14~
2.31 Acres
100,456 sq. ft.
LBO = 924.0
C.B.A. = 1.5 AC.
~ a
0b
1o
~n
1578
Wisconsin Department of Cunrnerce SOIL EVALUATION REPORT Page I of
Division of Safely anr, Buildings in accordance with Convn 8b, Wes Adm. Code Steel's Soil Service. Inc.
t~
Attach complete site plan on paper not less than 85= x 11 inches in srze ou
Pt; n m~srrj E C E I V E St. Croix
include. but not r hx vertical eM horizontal refererre Ixxnt (BMj, di1410 nan
percent d ` 4
slrg:e. srate tale o or dimcroso^s. none auax. and laafbn arb distan to nearest road- Parcel D. 1G
Please print all information. t - -
Review B. Date
'l' ol:,rrrtgli[n mu n l mvr t_.. ~ +1 fu• 4~ rr.q 'e5 i,Prox., l rf = "`04 r i i i i ~ , ! ~ / {Q G, -
Properly Owner 1 Property f ocalion
Bast. Kenton - ++a- WNtiilJ SE 114 S 10 T 29 NR 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# / -
948 Labarge Rd. 2 na CSM 7 / EE~
City Stale /ip Code Phone Number City Village ✓ Town Nearest Road
Hudson WI 54016 715-386-7775 Hudson Scott Road
Y_~x
✓ New Construction Use. y Residential 1 Number of bedrooms I Code derived design flow rate 6011 PD /
Replacement Public or commercial Describe: }
Parent material outwash plains and stream terraces Flood plan elevation if applicable na
General comments
and recommendalions~ Conventional system, system elevation 94.90ft. Trenches spaced and depth to code 4.00f1 below grade.
Boring Ca.z rs-e-
Boring If
-
❑
✓ PIt Ground Surface elev. 9$.90 ff. Depth to hnuhny factor 100 in, Sal Application Rate
4nrva' Depth Dom:na.nh,olor Fe:rot -)evriptcn -cur, "ho-fm= RCC15 GPDIN'
m. Murrell On. Si Cont l Sh. 'Ell "F(Nt2
1 0-10 10yr3/1 none sit 2msbk mfr cs if 6 8
2 1 10-20 10yr4/4 none i sicl 2msbk mfr gw 1vfII .4 6
3 20-30 1(lyr6/4 none sic! 2msbk rift cs na .4 .6
4 30-100 7 5yr4/6 none I cos osg ml na !I na 7`I 16
~ L (7641 L- ilG J.
Bonn u
✓ Pd Ground Surface elev. 98.90 h. Depth to limiting factor 100 in. Soil Appic3tion Rate
Hor m Depth Dpminanl Cele~ Rednx rescr,Vjl Towne: 5lruclure Cnnsiclerre Bnnndary Roots GP7 Y
?l Q:. Sz. Cent Color Gr. Sz. Sh 'Fff#1 -Eff#2
1 ! 0-13 10yr3/1 none sit 2msbk mfr cs I 1f 6 .8
2 13-23 10yr4/4 none
sic! 2msbk I mfr gw 1vf 4 6
3 23-37 10yr6/4 none sicl 2msbk mfr cs na 4 6
41, 37-1001] 7.5yr4/6 none Cos osg ml na na .7 1.6
j
I
L
Ffeuent #1 = BOD,,, 30 220 mg:L and TSS >30 < 150 mg;L ' Effluent #2 - BOD 30 mg]L and TSS 30 ml
CST Name (Please Print) Signature --CST Number
David J. Steel 248956
Address Steel's Soil Service . Inc. Date Evaluation Conducted Telephone Number
994 200th SI Baldwin. WI 54002 10/20/2004 715 684-.5680
Procorty Owner Bast, Kennon Parcel ID9 Pending Page 2 of 3
a Boling lit Boring -
✓ Pit Ground Surface elev. 9/.90 ft. Depth to limiting factor 100 in. Scil Application Rate
Horizon Depth Dorc ^a^: Color RNOx Desclplicn ?esU.vc trurUUe Consistence Be..-dare Rects GPDI1'
in. vursell Qu. Sz Cont Color ,r. Sz Sh 'Eft#1 'Eff#2
1 0-112 1Oyr311 none sit 2nlsbk mfr CIS 1 1f .6 .8
2 12-24 10yr414 none sic[ 2nlsbk mir gw 1vf .4 6
3 24-32 10yr6/4 none SICI 2rnsbk mfr CS na .4 .6
4 32-100 7.5yr4/6 none Cos osg ml na na 7 1.6
j ~
I
❑ Boring # Boring
Pit Ground Surface elev. ff. Depth to limiting factor in. Soil rpp caw Ram
Nuivcn DepIC Dominant Color Hedoa Description texture Slnxaure Consistence Bounday Roots
in. li Qu. Sz. Cont. Coo' Gr. St. Sh. 'Eff1t1 'Etff#2
I
I
❑ Boring It Boring
pit Ground Surface elev. If Depth to SmNny factor in. Soil A;.yliGalion Rate
Nomun Depth pa mnanl Coer Hedox lW,;criplion Tex,me SU,clure Oenscde Cd , Boundary Roots G3cc 1'
in. Idunscll Qu. Sz. C: I Color (1r St. Sh. 'Eff#1 'Eff#2
I ~ I
I
I
Effluent #1 = HOD,> 30 220 mgrs and TSS >30 150 mg:L ' Effluent #2 - SOD, 30 mgA and TSS r 30 mgrL
1 he I repurtmcnI of onuueree is an equal 0pp0rtLill it< .CIx ICe provaler and Cnq>locer_ II'vou nerd I,,iGaeec to acee., ,Cn ice, or
need material in an alternate I-onnul, please contact the department at 608-260-.11 > I or 4l Y609-264-877- 7.
STEEL'S SOIL SERVICE INC. 3of3
David J. Steel Kernon Bast 994 200th St.
CST-POWTSM NWI'4,SL1.-1,Sl0.T291d,R19W Baldwin, WI 54002
Lic. #248956 Town of* Hudson, St. Croix Co. Bus.(715) 684-5680
CSM 20.23 Acres, Lot 2 Fax.(715) 684-3449
phis soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
i
I. r.,<-Sf Legend N
lc~
1 40'
„u ♦ = Benchmark Flc.
.10000 ft
c•= .de >L Top of 34" pvc pipe
} !cr'.Ic~ d J-<• 1 ! • All Benchmark Flc. 100.10 ft
Top of 3r4" pvc pipe
Borings
Boring Elevations
BI 98.90 ft
R2 98.90 ft
1 B;- 9790 ft
{ r°i1(e ; B4 - 0.00 ft
f`
ti
,x r
~ fY
t;1'l, ~lL r
r
iV -
i
- - -
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE SW 1/4 OF THE NE 1/4,
PART OF THE SE 1/4 OF THE NE 1/4 AND PART OF
THE NW 1/4 OF THE SE 1/4 OF SECTION 10, T29N,
R1 9W, TOWN OF HUDSON, ST. CROIX COUNTY,
WISCONSIN.
OWNER SURVEYOR -
K_HNUP! Bi:SIS I-.:il'vIN J FiANlli:9 1i` EXISTING
UONALUA Sit:EH-HAS I NURIHLAIJ:ISUP','cY?,f, INC. NPOI3j, CJ CFNTCHLINLI ~~ii
448 LOBARGL ROAD P.O. BOX 14 rv.29 T~
HUDSON, 1^JI 540li HOHEHIS, V1! 54.23 l~'Jd3°I1--GbI I /
1-l' 21'7 P'+J2C4.63 I
N88
N co 273.92 "~p9l 8'02"
kn
NOTE: EXIS f!NG SHED ON NORTH ; N (0 - 204.10'.1
LINE OI LOT I TO BE HEIdOA J N a 1; .10' a
o o SHi~fJ 14 W
a I
o L2 (U 00)"
E, 0)
N114 COHNFH SCALE IN FEET 1" - 200' 585`59'5$"E 2~J /OFIOUSE pOD
sLCrION 10 - 77 8' - LMN LOT 1 [L~ J . a"
Zoo AalCS r~ Z(
200 O 200 -(V ^ I 4VF,l I. / : ^~I
i.i Iq 87,124 SO F L
V 5
N DEDICAIFD 10 1
l IV~J_'L:~O OLG P ^^"'b9 i!r'Cflf G f 4~1~I lNL'o CO ~n,~Uh I THE PUBLIC
u,
0
Civ loC:7 tU/0:^~II4 .6.") N
U) NI: I"78Y?t'VJ 365.93' 331'1 / I
S89°51'49"W 846.89'
z
IIES;;IUorTrrvFl;a 10 ~ I
rao~ruliNLO: rl_rwavaof=Tl;r'i:=ua / - / ~'Ufl
LASI JNEO=THE
PARCEL IN VOL. 1254, PG. 413 'A111201 IL NLIA
KUKLA TO NELSON
VOL. 732, PG. 07
? HOPKINS TO KUKLA
P31 O / rM; /
LOT2 LEGEND
x81,1:0 GO. FI nj /
I'•LUMINL,Nd cOIINIY
x'?I M XMNER WONUMENI FCJNU
W a' O.U. IRON PIPE FOUND
' Ong /
N 3;", X 18' IRON HEBAR SFT WFIGI IING
7.50 LBS. I'EH LINEAR FOOT
O p
0 1' :-M. IRON PIPE FOUND -
■ 14" IRON REBAR FOUND
(XX?:;iX; FRCVIOUSLY RECOH)FU UA:A
1C0' RCAUINAY ScHi^CK I .!NF
/ FMrc~3i / `r/ w
NU!uIBEH HFAHINt-.__.. DI TANCL ,
L1 138.37
n¢/ LLI 0
I Cr2E 81,f,G
.
Parcel#: 020-1010-80-050 " 4- 7
OF1
PAGE 1 OF 1
AIL Parcel 10.29 194 5A-n 020 - TOtVN OF HUL)SON
Current X ST. CROIX COUNTY,':"JISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
04-29+2005 00 C
Tax Address: Owner(s): - -
O BAST. KERNON J & -)ONALUA STEER
KERNON J & DONALDA STEER BAST
948 LABARGE RD
HUDSON'e4+I 5,'016
Districts: SC - Schoo SP - Special Property Address(es): > `r Type Dist # Description 1060 SCOTT RD
Sc 21111 HUDSON
SP 1700 WiTC
Legal Description: Acres: 18.710 Plat: 4975-CSI-0 19-4975 020-05
SEC 10 T29N R19V•1 PT SS"J NE P7 SE NE & PT Block/Condo Bldg: LOT 02
SE CSPA 15_+976 LOT 2 (18.71 AC) - -
Tract(s): (Sec-T iT-Rng 401-4 1601-4i
10-29N-19%'J
Notes: Parcel History:
Date Doc # Vol/Page Type
04129+2CC:~ ; 955-°i1 19-'4975 CSP~1
U3r'CS'2Cn ?53 '11 ?,.23+43 '•:U
03X8+20(14 ib61 J0 252341 'J-,D 12(:4-413 VIII D
more...
2007 SUMMARY Bill Fair Market Value: Assessed with:
Lae Value Assessment
Valuations: Last Changed: 051302006
Description Class Acres Land Improve Total State Reason
-,3SICUI TURAI G4 15 570 2 7Ct 0 2,7:0 NO
\~_''iE_OPED Cis 3.1gr; c: 4~ t; 1 <~,qp[t N
Totals for 2007:
General Property 18:':1 121(111 0 '2.100
Woodland 0 1: :1.' 0 C'
Totals for 2006:
General Property '8 710 12,'00 0 12.106
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 1).0(1 C 00
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LOCATION H
PRELIMINARY PLAT HOPKINS PRAIRIE 1 ST ADDITION
LOCATED IN PART OF THE OF NW li4 OF THE SE1; 4, IN PART OF THE SW1i4 OF THE NEI A AND IN PART
OF THE SE7:4 OF THE NEl(4 OF SECTION 10, T29N, R19W. TOWN OF HUDSON, ST. CROIX COUNTY,
WISCONSIN: INCLUDING LOT 2 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 19, PAGE 4975 AND
LOT 3 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 22, PAGE 5431.
OWNER SURVEYOR
m
~ ENGINEER
SECTION 10, T29N, R19W
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SCALE IN FLCT 1' - loo
1 lot ra0 20.