HomeMy WebLinkAbout020-1489-00-160 (2)
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Wisconsin SOIL EVALUATION REPORT #2063
~cl)3"Penl ~Orrlr'u..r-p in acsocanx v.i:r C~-nm RE. INis. P.m Code 'aye 1 of 3
v s nr o' Safely a.,d VI•I ainys lo 64 n Y.n) Steers Soil Service
%Ctacn an•plete s to plan or paper not Icss War) R'%, . I' Im:heS n sve Plan Count•>. most St Croix
me uce. bit not lined to. venc<oal and Pon>onlal -efe-ence point 1RM drec6on and
i)wcenl s,ope. snie or drne•rsrons. north a•r-w. aro Iodation and d s:ande to nearest road. Pa'ccl I.G.
Pendinc
Please print all lnfornnbon Reveweri ~B•,/• / I / D]te
id. ;[c r.s ;err.-9a rPutoser. ',I' ~e'.:Id.v.A 'S::<tll(»I', / ~lD'- l,➢„/L~n
Prppe1y O•.v .,er 'L C
Bast, 4e'non Frodeny Lodat or
Govt 1 21 na - S'PJ1.4. NEIl4. S70, T29N, I'<19'•;V
Properly O•a•ncr's (o xi'rrp A::d ens Lot # J6 Block It S.0d. Var,e or Catch
400 S. Secono It on Hopkins Prairie iStAddition
City State zip Code Pnone Number City v Rage Town Nearest Road
Hudsor ';:'1 1;4016 71 5-386-021 1 Hudson Scott Rd
N=at t)rrslnlctlon Use Residential: Number of bedrooms 4 Cone derived de.sign rlo,v'ate 800 GPn
Replacement PubnC::r comrnwc at - Describe' na
Pi,ent Toter at oulwash -Iced plain elevation, f app tcable yr uliiv, , ft.
GC•ICfal Comments Convention' system, system elevation 96.200 1 renches spaced and depth to code 3.50ft below grade
and •ecommendat ions:
I~
# 9.^r ro
I y I Bonng
u nit G'ountl sl:dace We-, ~9,✓✓~ it CiePtn to h•nihny fact:;[ 120 in Soil Acpl Cat or Rate
• lanzon DedW Coro ran: Color Redox Ccscr phon TPx:urc Sll.z(ure Consistence Bot,rda•y *ZoWS ,PDifI,
r. 'aunse I oil S> Col! Co or GI Sz S.) 'Efl=' •Ef1#2
1 0-13 10yr30 none sil 2:nsbk mfr C of .6 .8
2 13-33 10yr4;4 none slcl 2msbk mfr cs 113 .1 .6
3 33 43 Syr4i4 none grt:os osq ml cs n .7 1.6
4 43-120 7.5yr4•16 none cos osq ml na na .7 1.6
h,r.r:: A 7-r rC 01q
Fi-I ~r G,ound Slrare elev . J
99-3q eft Owl tc linn[m* tact::j 17D in. So I AppLcaLon Rate'.
•ionzon :)r.Plk 'krn'ram Ca!or Redo. 1lescripaon -ex7.Ire Slruntwe Uonselenra: Oocndary Roots G°CAP
r. `alunsc l ou. Sz C.ont cc) or Gr. Sz Sn. 'Poor -Flrar
1 0-2 10yr3j2 none sL 2msok Inrr cs Ivf .6 .8
2 12 32 10yr4r4 none sic: 21TIsbk mfr cs na .4 .6
3 32-40 Syr1; e. none grcos osq ml cs na .7 1.5
4 -'0 _20 7.5yr4 6 none cos osq ml na na / 1.6
EHI.rent #1 = BCO_,> 3G < 22C mg:L and -SS 30, 150mgr. ' F°"r.en', 47 =HOC < 30 rn4ZL and TSS- 30 rngr.
(S D ar,e ;Pease Pnn S 3rahne j- - c CST Number
CavdJ Steel 248956
ddrezs Steel's Sod Service Bate C;nlualion Conducted Tolepnone Numbe•
-39%141sl St NewPorhmord LN154017 6r""12007 71.5-7(jO0347
R•~i;,ee•a Cv;ner Bast. Kerr,on Pap•ce11Oa Pending Page 2 of 3
3 rg Q-` M I Z")
Ro ing 9or Gfo.rld surface elev ` J Depth to limi: rg factor 120 n pplcaGCn Rale
o a T.
I l::i mn Cepth Dominant Ocln• Retlox Des-rip! or `ex'nie S -uchae Oo•lsislonce Boundam bouts G~Di1P
in. fs^unsell (.;u Sz. Ccrt . Color G' Sz. t 'rffa;
t 0-il 10yr3•i2 none sit 2msbk mtr cs i t i, .S
2 11-28 10yr4;4 none sicl 2111s)k rnlr c; na .6
3 25-36 5yr4;`4 none grcos osg ml CS na .7 1.6
4 35 121 7.Syr4 6 rone cos csq ml na na / 1.6
l
Bonrrl 4 Boring
Gr.;urr. surface a ev ft Cepth 1o Im ling tacnr rl -
F'd Sol +Ppli[atinn Rate
F-onr,:r 'w,fv Donrinart Color Redox Cescr Ption Texture °Inlctu•n Consistence Bourcar; Roots GPOtY'
'.n. mur'sell Qu. Sz. Coil. Color Gr. Sz Sh. •E'Ik1 'U'A2
Rorirn rt Boring
it I)epth ;o lnr.liny fac'ur in.
Pit ~>rrurr. surtaceeev be l pplir31101 Rate
Fp'F/or -7e:,tl Oominart Color Redox Cescrrptton Texture Strumina Consisterce 3::urday Roots P~:`:'
n. Mill-sell Qu Cont. Qolor Cdr Sv St; 'i •Fttuz
F9luent k1 - B06,•> 30 < 220 rng.;l and TSS -'•30 <-1'c rrg:l. f0uenl 42 = BOO. 30 rrg:L and ISS < 30 -iigl
111: Uc Parrl. it oI-C1nnillerce 1.1411 e.Iuat oppwlu1111 ief%Ice I'ro` liter lint: elarlo* <rl II 00 II: C<t aui.1:1t1.C l0 3i Cl•3S 5l'r1 tiC> en'
need rrncrial it ;re u' .raC Ibneol pAa>c Contact the i rParlnns,t al b03 •6G-t I I :n' lll' 6lIR-2r,.J_g'?^
STEEL'S SOIL SERVICE
1):v id J. Merl ycrlor Ii,lrl 1396 14k, _ 14.
('ST POV, IS\1 S11'Ir'4-\I 1 =.JIi:.l'9\.RI \r I- Riehnnlr:d. \1'I a!i)1-
I 1c Iimn M II 15011. St. (_'I.OiA I)tl'rct i I;_?fjO-11j,1
H(mkins Prairik: `.sl rVldGtion I_ol + hn.~?l~ .4!i-11>IS
I is coil cvaln,li l %%a, a r,ic:ac:; I: ~'ilst'.; a nl ns -.yci...'I..: r<. it 111% or r•. .-I .:it,h': •"'m ire.
I FQ lo:at`.en o' t- I ic lesl wax or I'l ~I' I r- -1-1W' 1 r, l,crI Ilk t r,~ nni .t'~Il.'Ird z'. tPs
r iris Ihp sri' tcs: •.vap conAlt 1c:i.
.c~~cnd
l/<-, J ♦ au ~hlnark ilc. I(111.f?CI I'
/ c 7 • It lien hn:arl; 1:1 100.01 I'l
~ linr:nr~
L3a611_' 1'.Ic%ations
fi I 9~J.?I? fl
99.10 It
13 ± 99.70 I't
11-1 - 0.0x1 I't
t
A-w-
31'
y
6 C.B.A. = 2.0 AC.
2.15 Acres y
p 104,216 sq. ft. r,..
q LBO = 922.0
0 C.B.A. = 1.9 AC.
w , Za'
565.25'
7 q
2.46 Acres
107,625 sq. ft. L
Oi LBO = 922.0 - - >
aD C.B.A. = 2.1 AC.
- - X90.65
564.11'
W
>
8
Z Y
0 2.70 Acres 1 Y
0 117761 sq. ft. d r bl
m LBO = 922.0 O W
C.B.A. = 1.3 AC. x ?
17
2.53 AAcree
a : - 110,234 sq.
557.42' DRAINAGE EASEMENT. LBO = 923.
L= 920.0 C.B.A.=2.01
i ~
9
p 2.67 Acres Y I
0 116,356 sq. ft. - '
N 301;Og,
LBO = 922.0 N C.B.A. = 1.3 AC.
O a
O 16
M
AMU
qT 550.73' 99,071 sq.1
N I C.B.A. = 2.1 <
uj f0 fp
r O
10
O 0 2.28 Acres
99,334 sq. ft.
00 LBO = 922.0 7
W C.B.A. = 2.0 AC. 0
476.02' _ tea` 15
P 2.27 Acres
11 ^ 98,952 sq. ft
C.B.A. = 1.4 AC.
2.23 Acres
97,050 sq. ft. ^ A
uj LBO = 922.0
N C.B.A. = 1.8 AC. b 3~ 4=
t?-A-1J
Nvisconsin SOIL EVALUATION REPORT- 1120,33
I,F-i-!Iniwit of CDnln I:rrr. .rtIaIt t It er.n:rr .I_~ r,d'I Oado Faoe 1 of 3 1,1 CI%TsinI it fi3`ery and b Id rr.S dept's SO I ;ervi:-e
CoJnfy
'ttach comnlwe sre ,11an ni paper nol less :ian 854 x 11 rchesn s ze P to must St Croix
inel'.Ide. Cut rot lin teo t0' vecba and io'izonta reference point iDhl:. di'ecilor aid
nor-on: slope. scale or dirversions. ronh anon• And ocation and alislarce to nearer, road -Hovel I.D.
A fending
Please print all information
Reme•.yell~y Ca e
r"4 Irigri.. :"TIr I, nny..ur tr r :pOC'drr rI IT. Lyl.~:. 1 1.e-0,'j,R ll - j
Properly l_ocaGon
ro^ery Owrcr CF- IV I
Heiw Kell Govt Lo: a Sb^"'1i4. NE1S13. T29 N R19V%-*
I11 f:-1 iA`:rer s ` iJmy Address B oc! A Sx:!i NamC or CSMIt
429 S Second St JUN 2 1 f ~I l? l of # t. U na Hopkins Pratne 1St Addit!or
by S:a: Lc ----e PI, cr Av Vi la( Town
Nearest Road
ST. CROIX t=oll Ntl
f udson IN 54016 715-386-0217 Hudson Scott Rd
`JO.v constru^ r Jsc. Residentia r Number of bedroorls 4 Code nerved design flout rate EGO GND
-~eolacewent °uolic o' eomnlcroial - Ccscrbo n2
!=::rent mate•ial rupvash flood nla r cteeatior. if aFpfcable nn
I
t)ene•a' comments Conventional system system elevation 96 20f: Trerches spaced and depth to code 3.50Q hi -trade
eva me0^1rnerBatlcr8 -
dung
1 Swing A
p t ~;rot.rd surface e ev. 99J0 ft Crpth to im till lac»r 120 r Soi Application Rate
--nwi r Qopth Uornnart Colot Hw:ox! lescnphon texture 5!•uclure Consistence BOUncary Roots 11Pl P
in. f•Auisell Q'J. Sz Cant Cl Gr S1 Sh 'Erb' 'E`f%3
013 10yl none sit 2nlsbk gitr cs H,t C .8
2 13-33 11 (lone. 5!Cl 2mshk •nfr Cs ni A .6
3 33-43 SYr?r4 none 9ril osy nil Cs na .7 1.6
4 43-120 7.5yr416 none cos osy all via na .7 1.6
7
Cio•in:{ A Rcnn;
L J p,t Croucd ,r.da::e elrr,9y. /0 It uep:i :o Irnlhng factor 120 m Soil riooLCaoon Rate
' wizon ~eplh mm ran: '(<n or Her!m lle5orpb?o TEx: J'e Shxjure GOnSISIOnCO 3trurdi i Roots iPD:f1'
n. Milsell OJ. Sz Coi:. Co or Or Sz 81 'Era =PA2
1 0-12 SGyr3•t2 none sit 2msbk ndr Cs bit .0 .8
2 12-32 11 nrnc mcl 211st)k mfr c, na .4 .6
3 32 4C' 5yr4;4 none 9rCGS osg all c . n3 .7 I.6
4 '0:20 l.5yr1;•6 none Cos I ml -d na .7 1.6
791jent 91 - BOD. ± 3- ' 77C mg:l and -SS >30 154 rgt:. - F9a.en' 42 = GCC, 30 mq6, arr TSS -_.'.C wo L
CS' Name:Plozsc Prrv; p re 25T'4amter
Dav d j Steel 248956
Address Steel's So I SCfdice /!y Date FL•alush;at :;::Oeu~.IC~ Telepi00e NW11be'
139!i 14'sl St New R!cbmond 'vii S4C1; I'.?20Gy 115760-0347
Properly o xner Bast, Kenton 'arcel ID r, Pending Page 2 w i
g Boring
Loring # Pit Srrun.: sudace e cv 9930 Il. Cepth to nniing larto' 120 In Sol A:,^,I cat or Fare
I orir_'r Dop:h Conmart Coles Rerlox Cescr PhOn Texture SIro-tu'e Corsislerce. Rour::ary Rnnls GPC±O'
in. `Jursoll Ou. Sz 6onl '::olor la S Sn 'Frm'. •e°~2
011 10yr3:2 nrnr. sit 2msbk rnfr CS lvf .G .S
7 11-28 10yr4;4 none SICI 2nl:hk nlfr CS na .1
3 28-36 Sy AA none yrcos r,q nl c- na s
4 36-120 7.S;r4,•'G none Cos osy -111 "a ra ]..6
Bor rc ! Boring
Pi: Glound s.n`are elev ft. UepIP le Inr.iLng fa-tor Soil i,palicatice Rate
Hownit liePtn Colrinarl Color Recox Description Texture 11r.iclLre C::rss:ence Ko.rldary Roos G=C' IF
in. 1.9ense I Q.I Sz Con: Co or (11 Sz Sh 'Effz' •E-u2
Loring 4 Boring
pt Grcw•d swfa::e e'er 11. Depth to '.in big tac0r nSu I I~pG'I c~: e::r '~a:e'.
Ho~izor Dentn Don rantGo'or RedoxCescrrption Texture Slructu•e Consislerce Bourdary Ror.ls 'ap
I' Mursell Qu Sz Cont. Color ^,r. ih. •t.'let •7`~2
i
Eff1jenl V - BOD.> 33 <?T.i fivi and 'SS >301_150 ng;_ ' Cf9ucrt A2 - BOD, < 30 r)g:_ and TSS 1 3- m91
The 0.1mrlmcln of I omir cicc i, <u: eyua. opn01'Ian:1 1 icc Pro% JOr wdJ !nr'.nx;'r 11 1 ,.I It cc,! a-I?lanes n:rr•...•reiccI nr
n::ra :n:ac nr.l n :t l ahern;lhr 1 1 'lI. pl:onc cunrtcl lllC Jcp'IrlmCnl :u !.::8 `tn-: I ~ I n f 11' 61i8- `r d-g.7"
st,,Cl "I
STEEDS SOIL SERVICE
Da\~id J. SIM Kern,m Bns1 I ;Qo 141,t tit.
CST-1)(M ISNI ti\1'II,A'11't."' ltl,I91\ NcveRi~hnu,nd.A\1341)]7
IAc.KDR9i6 10"r c,f I kAmm. A UnK (A Dircct 715-760-03.47
Ilopkin. Prairic Im Addition hit 7 I a\ 715-.'.-;6-0' 13
7
I h , mvI ,valumion wan comb ::ied :o, a Q o Amin g rcruircmcn:. I mec or nun nat hr witah,e for ya.iraIW. ~
1 h; location of Chic lea mao or may no: he as sho,cn, a. pcrmancct lo: lines \ecrc rol r>1:c~li.hc.1,11 Ih'.'
:im.c the soil Ica %\a%cundr.ovd.
Legend
I -411
♦ Mmdi n:uk 11,:. IOt).00 it
I';,p of ?;4- p\c hihc
/ c 7 • \It Rcnchmark I I 1110.01) ft
A Borings
Boring LlcNWons
B1 - 99?0 ft
B2 99.70 ft
B ; - 99.70 ft
B-4 - 0.00 It
t
% C l r
c
RI \ c
3
3
3
1
✓~,I Il1 ~r b3 7 OWL
z,
Y ~w - acv.v
6 , a C.B.A. = 2.0 AC.
2.15 Acres ap
p 104,216 sq. ft.
O LBO = 922.0
C.B.A. = 1.9 AC.
~ ~Zaa o
565.25'
I d
2.!Acres - - -
107,625 sq. ft.
LBO = 922.0
CD C.B.A. = 2.1 AC. _
- 290.65
564.11'
W I
Q i
8 N Is
s
2.70 Acres 2
Y
117761 sq. ft. a _
rn LBO = 922.0 p qD 1
C.B.A. = 1.3 AC. J to
2.53 Acret
- 110,234 sq.
557.42' DRAINAGE EASEMENT LBO = 923.
HWL = 920.0 C.B.A. = 2.01
9
0 2.67 Acres
p 116,356 sq. ft.
N LBO = 922.0 N 30fi05
C.B.A. = 1.3 AC.
- 1 i ate- '
o ~ I 16
550.73' 99,071 sq. t
N C.B.A. = 2.1 /
W co io
N O
r
O 10
O 0 2.28 Acres
O 99,334 sq. ft. a
0 LBO = 922.0
W C.B.A. = 2.0 AC.
y%
a`
476.02' 15
Acres
♦ 1 ^ 98,952 sq. ft
1 C.B.A. = 1.4 AC.
2.23 Acres
N 97,050 sq. ft.
a
LBO = 922.0 0•
N
C.B.A. = 1.8 Ac. !y2
$WSaQl 006.07
t ~
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N01'05'05"E 360.12' SCOTT ROAD
OCATION
PRELIMINARY PLAT HOPKINS PRAIRIE 1 ST ADDITION LSKETCH
LOCATED IN PART OF THE OF NW 14 OF THE SI!lA, IN PART OF THE SWl14 OF THE NEI r4 AND IN PART
OP THE SE7:4 OF THE NEi!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. - - j
[ OWNER SURVEYOR T
ENGINEER
H111 I I Hl a.
_r TI
al . . «
SECTION 10, T29N, R19W
~r
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ft_ C.ALE IN FEEL - 100
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