HomeMy WebLinkAbout020-1489-00-250 (2)
`-isconsin SOIL EVALUATION REPORT ~0! a 9. 19. 3 /;Z8 92'1 2
IMP :0111'1 L: cl CUn11nC'CC n ar :a Tfarce'.v IL• C::rrrr F,$ Vv 5 Adm. C A Fag I :f
Gi ision f >a`ety art F~ I Id rns CJ J Nc k; >I I r I :;:~rac:e
Coanty
Attach mriplete sire plan oi earn not less'nan S% x 1l rches in s ze Par rtwsl St Croix
ricl.ide, but rot In'n le:: to :•errira and honzortal fefMe3oe po rf.Hri dreC`Or' and parcel L~
_ ...nt siope, scale IT, diroers ors. north Sri and ccal,on and dlslarre ic nearest roar
Pending
Please print all information, Rr irxed ~ay ~ Cale
Jia: in`c.•^atior}on Pn -.na: Ilt inr,-T' p,_iPCSE5 iF'iVgr.9 Law IT ',114
P,opecy C.gmer Frcpchy Lorallol .
Bast. Kemon 7,iA Lot na 1411:r14, SE1,'4, S10, I2PN. I??:ii ;r
P•ope'ty Owners Pi I.rg Addnss Lot # Zsuleck K Subd. Name or CS10
400 S Second S:. Ila Hopkins Prairie 1 St Adddmn
G'v Slat? ZipCrde ~ti:rr bd.rr hw City Iado To,.%n Dearest 4Tlad
Hudson 54C16 I ~ E, 386-C2'7 Hudson Scott Rd
Nov.- Corslruchon Use Rex¢lential T Number of -m-cirs 4 Code derived design tlow •ate 600 GP:J
Replacement Public cr corr,.rre•cal - Descrihe' na yy;; yi
Palen: mater at olltwash loon plain o'evalion. if applicable _J_!'
,,enerat commerts Conventional systeir, system elevation 93.125. 1 -vnches spar:i and depth to code 5.08H below grade.
3rd recrmmcrda: oils
Bo•iny 11 Bonn.-
F, t Crpi,rd suri3co c•ICV 96.20 K. Depth :o imUng factor 120 r Sod Ap;:hrahcn Hate
r Iowon Depth Dom rant Co or Rertox I,`escr ption Textu•e Structure Consistence Souroary Roots WD+f
ITT. PA.lnsell 0.1 Sz Cunt Cool Gf 3z Sh 't r::• 'E9tl2
0 20 :Cyr'si t none sit 2msbk mfr cs it .6 .8
2 2052 (1,,1 none std 2nlshk mfr cs na .4 .6
I
3 52-120 7.5y014 none cos osg nil na na .7 1.6
❑ Boring 11 Bonny - -
Pd n?and ;J^dGC ZK, 98J0 11 Depth to lirndmg factor 120 In. ?.pp.ic3tior+ate
Horizon Depth t'-.mhrant Rodox Desoripl cr lexbue Strur.!ure i;uns s[e rce Boundary Rnols
IT lour:,%-:II '.r. Sz Ccnl Cclo• ir S7 SIT •L142
L 017 I"1y~1;1 none sit 2msbk lilt-* cs if
6 .8
2 17 45 10yr4i4 none Sid 2msbk mfr cs na .4 .6
3 4S-120 7.5yr4i6 none COO' osy ml na na .7 1.6
l-. ffluent 111 = 3CD,% 3C < 220 mg1L ar.d TSS >10 < 1'O wg:L ' FPi.erl 02 = BOO, < 30 mg:_ and TSS x_30 mgIL
CS' Dar•re AI ease Prins; S, ratt.re. CS- Number
David J. Steel - 248956
Address S!ee~'s Sri15C^: ce r J Cale F•.ail.rahon':oadurted -eleGhone-'J.I•nher
j461416t St '1('%v :rrn::r tME401T E+1I20J7 715-730J347
property Orrne' 17as4, Kernon 'an-cl IDu perdiny Rage 7 ::r 3
L9nnng a Boring
u Pig y
3rCUn:: s.n`ace el=,v 7.70 It cepll' to I'n'itir~g iaoto' 120 r. Soil Ap:•hcatrcn Rate
1 I-oW77,r Dep:, coirinarl Col°r R~rnx Desrription Texture strucli.re S'cn::r: Box)(1ary Roots G°1::411
rt `aansoI Q.i Sz Cori: Color Gr Sz.Sh 'iPR' •F'W
0-14 1.Iyt3;1 Wore Sill 2msbk mfr cs if .6 .8
2 14-40 11r)vr,Ti,l none Sid 2lrshk mtr na .4 .6
40-120 7.5y-4i6 none cos os9 m: n> na .7 1.6
i I
f?Orinr~?! Boring
u Pit i;r.:unc surface a ev fl. Ceplh to lien ling factor in. Sod Acpl cat or Rate
I•orocr Depth Qominart Color Redox D"ci phI Iexlcre Slructure Corsistence Rounhary Roots GRIAV
ITT. munsell Qu. Sz. Coit. Co or Gr St S.i 'ula 'Pr:_
Bor rg pit Ground sunacc cl_, Dcclh Ic I l'g'actor r. S
oi: Applipatipn Rate
1orizen Doptn Gowriael Color Redox Desr. ra on -exrure rl ucfure Consistence Baridary Roots GnE)gt'
is M.insell Qu. Sz. Cont color Gr SL. Sh 'eea' 'I'rn7
t
dlltar14' -J7 n~tl aorl- o r,~1 f-:usr't?, n'7!_a9IT
I he D paruPenl of ( onmurcr i:at equal opp oIl mi.a IcC l roxi&r and ttnplu}:r 1'} ou ner.l a,.i,l:m.. I i tCe x xr iT
n,r.l n.u❑ [I i._ic-n,::: Y.: n-t it t sc a~uua. IT, dCl,arl n,n:n :elf r.n.:~:l ill'o'~ ^1
i
STEEL'S SOLI, SERVICE.
I )w id .I. stcc hernom Raul 1 11 s-_
('S1_11MV'IS\l \\\1 1.S1I'd-S10;1:'.9\.It1IM \c:,.Richmond. AA'I541117
I 'i.'4s9n(i fog+n of] ludort. St. (_1'oi\ Co, 'I)irccl ?I 5-?611-0147
I lopkins Prairie I st Addition Lot 10 fax ?15-?,16-11313
-111., .oil c<,d.r n-,nl eondu;a.d tr ,ar=?i rm r,t rcal I I irv In rt1. i! rt i no} r ,1 1%, sr itab IC Ii,r y,nc I INC.
l Irv kn1 ,,i! IT, ,1 i, r:••t n.rr or IT 1', r hr 1 r :wt c,L:rhlisCrd
'.mx IPA i !CS! r: ern,it::L•,?.
Legend V
_ I - :111
_ ♦ Wnc:hnlal'k He. 100.00 tt
l op of ;4-- pvc pipe
• VII Benchmark H 100.00 ft
l op of 154 - pvc ptpc
Borings
Boring Fhvalions
R I 93.211 tt
B- 9s.,'ll r,
113 Q7.70 ft
114 0.00 tt
i y
~3 I
k'
- -
/yam- r
t,.
7'
- - -
Y - - 1-g
O p 3.52 Acres
Z s N 17 153,389 sq. ft
M 2.53 Acres ip C.B.A = 3.4 AC.
k- - 110,234 sq. ft - ,
ENT LBO = 923.5
r- -
I C.B.A. = 2.0 AC. I I I- I i
t I I c
I
f9 A
N I 30•F:05•
a~ P I
N
ro 16 589.4q, 288.39
99,071 sq. ft
ID ' C.B.A. = 2.1 AC: -
~ ~ wl ~ YID
3
mZ9. I
447.68,
;I
ma 15
p~ 2.27 Acres
98,952 sq. ft
C.B.A. = 1.4AC.
•
t
9
4V_
d C
'Cr
4v Cu
O1Sw
14r
2.31 Acres
100,456 sq. ft.
LBO = 924.0
C.B.A. = 1.5 AC.
3
O~
- ~ 0~6
`~scons/n SOIL EVALUATION REPORT P-- #2072
~81A4"TPri J' ftll4er~a ri I r~e'l::,i i.'1 C:5P1 ^.I 'is =.::n' Code I'ayc 1 Of j
1 S Cr 0• sifely a-ld H1a :a'Ips Stop s S01 Serw6e
1.JUrlty
a!ta::n r:aryl=le is le plan or paper rC7 'ess IFan a';, x t • 1nrhes n sve Fla•1 •nust St. Croix
rr Lae. h.tl •rl I noted C:. venccH1 and Forvnntal'Ptr nre point:BMv d reotion arC
pira_rl s ope s::a e or Atmensc:ns. icrn a•rov; ano 1^=ior and of staled to nea•esl wad. Parre' I D
'ending
Please print all information.
cv cv;co C, 'tat
r:,."jl nflr 'J rn ;e. nr - re. - >'Prr. V: Laa',s 1`04
% ~~'_I_1~.°y ~•f ✓ i
N-, ~pwly C•.v,~ I ~roporty _ocatmn
East, 4e'no'r iov, . of - na NVY''114. SE114. S10. T29N, rMA'
Properly O'nno''e Is'ai'-q: ::rtes JUN 2 1 2UW -01 if 3lock 7! Subd Nameo'CS`a1B
400 S. Secorc tit na Hopkins Prairie 1St Addition
'.Ity 5 t- ZSTCe eOIY"OtI . _
p l~Fienc umber Cr•,' village ov.r Nearest Rood
I ludson o ludsor Scott Rd
Nevi Odnsruction Use Residertial : Nunbw o' badw!rns 4 ".ode delved desigi fln'n• rate 600 GPD
RCpladorlwvl PI.bIiC Cr G3n9YeR: al - Goscnhu C9
Fa-cn: Maier at 011t•:rnsh Flood plain eleva!. or if apphcaole no It
C lLi l I~L`>1
erera coMTerts Genventional sysrem, systern elevation 93 12ft. Trenches spaced ~r d depth to code 5.08ft below grade.
it : rer;,mnl r da er5 tr < r,: t /r 4 = z. / ~
-
HCn❑ X_-l' I'" fy-G-N9_
&?•ing?
p.t jfeLl d sudao0 Ucv. 98.70 It Depth to 5r•I b 14 factCl 120 r S01 >•ppli z1iCn Rale
`1wvnn Deoth DoM.nant Co cc Reoox Descnpbon rexture Structure Gors~stenre Bonn::ary Roots GPD'ft'
in. D.9onsen Q-I. Sz. Cont Color Gr Sz. Sh I•:1 I •e`ra2
1 0-20 IOyr3i 1 none sit 2msbk mfr cs if .6 .8
2 20 52 :0yr4i4 none s:d 2msbk rnfr cs ca .4 .6
3 52-120 /.Syr4,i4 none cos osg ml ne na .7 1.6
i I
Eonng fl Bo-iny -
Pt GfCUfd Shane e::v Qk.211 It Is{:AP lu htnrrin faatOr 120 in. 3rtl App:u:auon Rate
r-n•2nr Dop:n Da"martColor Reoox den:aafon lv.Aije Srl.clure C::ns steno Boundary- Roots
in. M1'unsel Qu Sz. Cort. color G• Sc SF •r'MI 'I nn;
0-I/ 0yr3il none sil 2msbk mfr 11 .6
2 17-45 10,/014 none :act 2msbk mfr Cs ra .4 .r
3 45-120 1.5y01••6 none Cos osa ml na na .7 1.11
I
Cff Lent #1 = DOD 30 220 n•o:L aad TSS',30 '50 r ql- ' Effluent 42 = BBC , 30 mgrl and TS5 =:'.r? IrL+L
[:^T Plane fPtoase onnll .^7f9 ?Y.Ir- 0=(i
David J. Steel 248956
A,-d'ess ~Ircis>^i: ^rr•;i°e~ ''a:e `;a catr:n Conducted lelepione NLtT't:e"
1296'41_f vt P.cv; ltrcrr,[`td.''/;'I S¢:i': Sill:<Ol'!7 Tli-T6C ti?G'
'l:a crly Ov,nc• Bast, Kennon parcel4d Pending Pane 2 ct 3
3 4on9 d Ron,n
pi• Ground s.rr'aae eiav 97.70 11 DePIP to I II `actor 120, 1, son App)oabon Rate
I•oril Deptn Corrmarl Cola Recox DescrIctiOn Tenure Structure --onslstence Bo!ndarv Roots 3'D:fl'
in. Hansel Q.i. Si Con' Go ::I G.I Sz. Sh •Ufo2
0-14 1011 none sit 2wsLk mfr Cs if .6 M
2 14-e0 10yid/4 none Sid 2msbk mfr CS 11:i .6
3 40-120 7.5yr4i6 none cos osg ml na na 1.6
i
Bar,rg
Ro•Ing X Lh-t'~i b:r li itrtrrtq factor
°it G'ound s;.rtace elec in. Soil Applioahon Rate
H -rzm Cepth Domina'tl Cclo' Redex Descripl or -ra:•.rc 3,"Lc:,«, Co i~istrcce ?cr.rda~: Roots GP:)lll'
In r:9unsell :;u Sz. Cort. Color Sz. 5h. 'E'rat •Fhn:
Rcr rn
&yin #
tenth tO limr n~ factor m. App ratiolI Rate
,r'!u9 Grp~n I;::nn is iI l;olr- ,r ~,rx Uv_ . I tl un r~.dm .I•t.clum Cenii itenGE BOundarv Roots
ir. 0.9-rtsell Cu Sz. Cort Cclcr G'. Sz. Sh. `=f:1 'CI1-2
'Pft'uent b1=BOD,'30<220 my11 and ISS >3(I =_'50 rn_y1L -Lf1r.cntp2-BCD, 30mg:: an:I ISS<3Cmg;L
I1v Wpprlrxm W C.on.in.rc:: i, an :qua opporunih scr%i r..rru,,i& nd coq>lo.✓. It +.-.n1 rc.;. :n.iJ:mc~ WCC'I services or
I CAI mutCiul ❑t mt ;)IMI A W Levu r.. lk'AIC CC1 et'.he kn.irln'cnt n !dsC-'nn-:I> o f Y (n!s-?f..1-K7??,
STEEL'S SOIL SERVICE sofa
I )acid J. Steel Kcrnon B;I C'96 141st SI.
I-pMVI~Nl \\VI/INI I.SIii.T1()\,R1,,AV \e„Ric1111011d.\\'I5401'
l omn o(Hudson. SL (1i,ix Co.
Dircct' I 4;-760-1I?4'
Ifopkins Prairie 1st Addition Lot 16 Fax 1-1 _46-0318
:1 't, a ioninp rcquil.n;cnt. it ma< ur nr.:, not be suitahlc l0r your use. ~
l h: lo c.-.1 i,.: I'll .iI Icrt n :n' n:: n he a..ti~", n. :m II :,Ir rrl I„' !i: irs .I 1101 rslahl WICll 01 Ills
link lh: Anil Ic<t ~,,u~. cnr;':.ac~i. .
Lc~cnd
- Benchmark I,1v. 100.00 tl
lop of ;4.. 1,vc pipe
/~/'~i • - All Benchmark 1[1 100.00 01
/a`j 7 1„l,ol 3 4"pvcpipe
Borim_s
Boring, Hevations
B 1 III fl
B_ - 9S ?o fl
B3 = 911.70 tl
114 - om t[
f
i=~ h 7~
h
a3
ZLr
i
dk'~ • r~C
r~
X14,. tip, ~
I,
k
• Z
p 3.52 Acres
1 7 !TD 153,389 sq. ft
2.53 Acres ~p C.B.A = 3.4 AC.
c
' k- - - 110,234 sq. ft - I
Cl)
I ,
=NT LBO = 923.5
C.B.A. = 2.O AC. - 1
L [
Cl)
O
N 3p'f:Og•
M ~ 1588.44, 288.39, X20
!lIJJJ~`~~~
99,071 sq. ft
m i C.B.A. = 2.1 AC:
M ~ /II
(~n9'
447.68.
- i
15
2.27 Acres
98,952 sq. ft
1.4 AC.
irk
3~ 44 o
j0
Q
aN
14~
2.31 Acres
100,456 sq. ft.
LBO = 924.0
C.B.A. = 1.5 AC.
06
9
60
O
L Sooaaoeweee.or.
I ~ I
11 U ! NA..~ II
! >~L R 4 `p3 s I O i
e. e.II M.R Y' 3
! ~ Luo as~ u ze) r:~
I I I
a a
. w, R I
eRa.M 2 L" - ~ 1 I ~ ZE
1 e qlx fl
♦ s ~ R obw M.• 'I 981Ye?ORw-n I I
N .~I B vY i _
115040 9 R ~ T' ~ v
II lP0 J Y.V ♦ ~
0
Bfi) '
I Ru„ _ I ~iSR~ I C I
a 17
8 . 4 9 1 tl6la ~ I
I I -W'~e ♦ J 111003 ~q.R ' fL. ~ e~6~1eo2'E
a I M e ~ N+
I LW Y,V iF
RC 4Y4ifFABf ME I} I V i
1 F I_
• I,e n ri
- 1
3
A 10
15
I ~ 4awn /
•M 0596 R. 3R ~ /
0 >P O /
i'j
• I 14 rr /
]G I.➢R 1.1 I~
• ; V
q V4 L' R" 4 k v 4
'l.b Kan rnJ VN.o J
• 1 1
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L• ,J
4 £ R
lot,
R ~ 1'i 1
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v
`-1SCOns n SOIL EVALUATION REPORT x2:173
Ceparlment of r.:Dtll'1'err • i~ acscnjanco •.vilh COnt n• L6 • ..'s n1111 sdo P°yc I °f i
I:IVISOn of Sa`e:y and Ev lid rcg
tt r:., car lp ete site ';a.ntly
par on pa.er not less than 2!6 x 11 rcnes m size, Par must SI Crcdx
n-'ride, out rot lirt•ited le. vwtica and ho vortal reference po rt iefli. direr: or and
pcn.:en[ slope., scale n• rrnens ons, north arov:. and oca: or. and distance 'a nearest r0a r, parcel I D
Pendincg
Please pant all t Information.
j Revienetl By
r
t r.rmnr'r is' v •i:'. ; 'n: 1, j
P ope~ty %r.n=r I'r=r1'y Loration Z
Bast, Kenton 3o•a. Lot ?a ~'~-,{jl SV•J1r4, N61;4, 510, 17.9N1 li t~? 11
P.. opr ty 0..v r r V, Ir:_; ,rid e., r. l:a q lark 4 Subd Name r r Srdk C l .
1400 S. Secnr-i I~ na I lopklrc Prairie I St Add ti iN !L 4
Cry statc _IL Ciudi. Nr1r'he- City '•i la.uf lo•nn NBares; Road T 7~_
G
Hudson ..;:4C1:i 7.5-38ra-027 Hudson Scot
New Corstrucbon i Residertial t Numdor of ne.1i=aTs 4 Code de•ived design flow rate 600 SK?
Replacement Public er cortnnoro al-Desenbc. na
l 'nateral ouhvash Flood plain a eva!.oil if applicable ne fl
General con,merts Conventional system, system elevation 93.50ft. Trenches spaced and depth to code 4.501t below grad
and reccmmerda: ons. <
)4 ,L T7~ >i- 01;-ru-'LLT Z,6' /LE~'<'r~r/CTZ,f✓777dh%' ~1
Eo'ing
3ror.rd surface elec. 98.00 fl. Grpttr x, un Irn4 lactor 120 a Soi App iwlion Rate
Holzor 7ert11 Dormart Color Recox Descnplroa texture Structure (;orsistence Noandary Roots GPIi+R'
In vu,setl Q-r Sz Cart Color Gr Sz. Sh 'E'rt •ewn
I I If-Py13r1 none slt )msbk mfr c; Ivf .6 .8
7 I J ~S 10Vrq14 none slcl )msbk mfr •na .4 .6
3 4:-120 L5Vr4;6 none cos o>y m! na na .7 1.6
0 anng K
;•o.r'rd surface elev. 98.00 Depth to Imi!mg factor 120 in Soil Avpl r..a' or Hate
Hcrzon Cepth Il::rmnant:.::lo ;edex Description -oxturo Structure Consistence Bcurda Roots
in blursell Ou. SL. Cuff. IA Or ~I. $L S1. "EPA' I.--
1 0-13 10yr3;•1 none 1:1 2:nsnk n?fr cs 1vt .6 .8
2 13-30 10yMi4 none sic 2rnsbk mfr es na A .6
3 30_20 7.5yr4,16 none cos osg ml na na .7 1.6
Uf!Len: 41 - KID,'= 30 220 mgi.- An:! TSS >3i; 'Y,, na I • EttlLIent ft2 3C mg;L and 'SS < 30 r?gi_
ST Nan•e (Please ;:t rti - I Signaty (:Si Number
Ir\
David J Steel 248956
dd es • Stee' s Sri Sen.'ice :)x,. Lva r.anor Corducteo Taleprne Nwnh,
1396 141St St. New Riahriwyl '.^.'1 54;117 611 V2007 715-760-0347
T ope r: o•,vae, Bast, Kermit Paine ID a pending Page 2 o= 3
rccrd surface c'oa. 98.20 11. Del :o im ting fatter 120 in.
>o I App l canon Rata
Hnr zo•t D"ll, Do'nr'Ao: Color Redc:x Desrrph;v Texnre alnict.re Consisterce. Bcurdar/ Rauh GIl
m t4rsel ct.. Sz. C~nt..^.nlo, ;r. Sz Sh.
1 0-16 Icyr3('1 none si' )msbk rnfr cs 1vf .5 .S
i 16-36 1Cyr4;'4 none Sill 21nsbk mrr cs ^a .4 .6
1
35-120 7.5yr4.:C none Cos osg ml oa ra 7 1.5
dar rn # r ft DepIP to IIrnnn fantor c
oround sr(are elev 9 Soil Apuh::ah::n Rite
h~ OrIZOr 1,-- f- l Crnrrifl!9 Col::! Rertpx Desc_aptim Te!ACre Stf-1: re -rs s:eice So ridat ~na'< G°IAV
m. `07dnse I na. Sz Cu Lu ur Cr S7 Sh 'I nu' -e'frtz
El 3orirg A 7e:ah In 1 TIT fu 'ar.!or
Gro.rrA surface. raea n Soi Application Rate
Hnrvan I:epth Dnrl .^,nlOr Redox Desco-ion Texture Structure Cons Steve Pouodary Roos GpDtfl,
19 najr;ell Oa. Sz. con! Cole! Gf Sz. Sh =F.! •l nu;
'-Ifl!arI 1'-PCi 7, 7 7 7, Lzr~1 1CD _fflucrti; P',,_i :a^;'IIli' , ill-
fhc I lcp,n'lmcol ,>I Cununcrcr :tv aµia' opt.arl:mi:_ ..:n ic. p:ox iaor and an~lo>:r I!v to ::c. c99 >cn
n: ra ',rrti i!: ! JlrnnC: G.m in l r,,, :,n!fc ri. IT. It It
n(Ix 'r i-1'.iI or :I1'l,(IN."_!•1-~"-
S'TEEL'S SOIL SERVICE
Dj% d I. St~:cl Kernon Bast 1 % 14N St.
CS f-PO\V I sM SW I1-4.NF 14.,~I n0'9NLR 19\V Richmond. WI X4017
Lie. ?'248956 fown o1 l ludson. St. Croix Co. Direct 715-760-0347
i
I lopkins Prairie 1st Addition Lot 17 I:i\ 715-2464018
This'oil cualuatior wa conducted k, main a Amhw rcyuirrmcm. it ma ur mad not he OWL Qr yma use.
I" mion of Ihis tcet may or may nol he a< sh. nut a, po menem Im Iles "ere no o=lah:iW ar the
tin,. 1`,c =oil te%l was conducted.
Leggend N
A - B nOinmrk Ile. 100.00 1t
I op of ,i4" pcc pipe
fir • \It Benchmark 1.1 99.70 Il
Top of 314° prc pipe
6 7
' - Borings
Baring P.Ic%ations
BI - 98.00 fl
B2 - 98.00 ft
133 - 98.'0 ft
114 0.001[
hAd-
. GY
l35 AA
1
1 r
r
I i 1
g r'1 I Sr I1,.
St'
Cti~~
v
W = I
3g~ 62;
O
{J O O
Z
N C
N
~A
O 2 I I
2.44 Acres
106,306 sq. ft
v LBO = 926.0
C.B.A- = 2.0 AC. SS 2'09"W 458.00'
S~
DRAINAGE EASEMENT
1 HWL = 920.0 CD Q
O Owl 2.77 Acres N
9Z 120,813 sq. ft L r
LBO = 926.0 F O
o C.B.A. = 1.7 AC. i o 0 M
p W
o 51.01' N O
d - - - - - - - - - 580. O' - - - - - - - -680. - OIt
L
- EDNA DRIVE
- - O
Co RI-l"ll.
290.65'- - X9
- - - - 62.31'
23.59,
W
$8
O
W
Fm Y 18
- 1n
3.52 Acres
0 O
bD 153,389 sq. It OD
- EN~Oo a C.B.A. = 3.4 AC. N
t7 2.53 Acres W
- - 110,234 sq. ft M - t0
LBO = 923.5 O
i - - -I -
I C.B.A. = 2.0 AC. i0
~s I I ~ O
0
I I
Z
(h
O
30f-;O5,
C; 16 $89.44'
ro
99,071 sq. It
C.B.A. = 2.1 AC., L
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PRELIMINARY PLAT HOPKINS PRAIRIE 1 ST ADDITION LOCATION SKETCH
LOCATED IN PART OF THE OF NW 1!4 OF THE SEI r4, IN PART OF THE SWlA OF THE NE1A AND IN PART
OF THE SE1 r4 OF THE NEI 4 OF SECTION 10• T29N, R1 9W 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. PACE 5431. N
OWNER SURVEYOR
ENGINEE
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