HomeMy WebLinkAbout020-1489-00-130 (2)
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`wisconsin SOIL EVALUATION REPORT Sub x206c
C 'Arlri -t . J C ryrm ce r PC cordaru:'mdh Comrl 8S s A:er l- "C" Page 1 of 3
L io i:non I ~1-.t~ urc R nby ings VCI LS A/r^ ~I_el ti oil ser: cn_
:)C.IIr It ~
Atta01' cmclete site clay Cn Caper rot loss that, 8' i x 11 Inches 'r size. elan rl.lsl St. p x
1.1ofA0. but no! lined in •v+Ir cal and nerrorCa reference point;GPA;. oi'oclion and
perrenf slope, scale or.I n-en&iois rodh arfo-.v and Iocalioa and :aslanra: I nearest •oad Marcel I.C.
Percing
Please print all information r vIP -
wzd Pi
P smla ,...room iu ym. p'n; le ma; re ns r _ I P1 1 r z. 1 . r4 ? im1 - L '
Fr,:pr'rh/:iv:ne' Propc•'ly Looahr:n '
Halt. Kerror ovt Lo: na S'•t;114. NE1r'4. S10. T29N. R19'J•e
'c:C'ady:iv:rer's Making .4doress Lot ~ 13 G oc,.. A 54=4. Plane or CSGbv+
410 S. Second St. 1Q~ na I )opkins P'Amcf 1 St Acdlfon
C b; S!a:e Lp';--oe Phone N.Irnoer city VI lage TC'.vn Nealesl RCar,
Hudson %PVI 54016 715-386-0717 1ludson Scott Rd
'de'•v Consfnlr.7 or Use sesldenha ? Number of bed'ooms 4 Code aelivco Mrs cn `ow: Mato fi06 GPD
~enlac*rrere Pu::tir. n' rn nmeraal - Cescr be na
IF Lud plain elevation. i' aopllcab e - at
~:;rert rrate'IaI OuP.vash
Gerwal oomrnenfs conventional system. system elevation 96 355K Trenches spaced and depth to code 3.7511 below grade.
and reCOmrlcndahuns
FBoring
1 Coring
Pd (;round s'u`ace elzw 99.90 1t De:ab to hn'it ru `a Ctur 120 in. Sod Apphcahm Sate
I ICrven CePI'n C^miaanl Color Redox I?escnpt or Texture Strut:Ure "-''s stence Pou A if., P'o::Is GPCr'f1'
in Ml cu Sz.. CH Color Gr. Sz. Sh. •E'rat •Ffff.
1 0-12 10yr3;2 none ,d 21 nlf.' c: Ivf .5 .5
7 12-;'.i 10yr4;'4 none SiCI 2msbk mh Cs na A Al
3 i6-60 5yr44 none yrcos o,q fill
~s na .7 1..:`.
4 i,r-.-12U 7.5y74::5 none :D6 Cisg ml Ila na J
I j 13cr rc a P.nl
u nit G'o'.nd surface dcd. 49.90 _ ie:ah t:; I nn1 ny (actor 170 i•1. SoL4plon mate
-1cr zna DC01, Do•ninanr Color edax I:escrp:mr -exhlre ! f lc:':re Consistence Hnundaly Roots GMCrtt'
r. Mill Qu. Sz. Cont. Color Gr. Sz Sh 'I fm I '1 nu;
I 0-1C Ii none sil 2msbk mfr cs lvf .6 .8
2 10 35 11 none sid 2ri rnfr cs na .4 .6
3 3S-4S Syl none grcos osq ml cr: na .7 1.b
4 48-120 '.5yrl none Cos osg ml -.a na J 1.6
Ftfluent #1 - ROD. - 3C 220 mg;L and -SS >30 150 Ef uent #2 - BCC, . 30 1 an:: I SS m_tL
CS" Pane?Pease font SigratVwl CST N-Imoer
Ma'eid J Steel 248956
address S e l's Soil Sen•ioo Cate E'vahition Concfl To el Nun'bor
'39611, Is! SI. Nov, Rcnnlcrc INI 5401: fjil li)CC7 715-7BC-C:?47
>v.:_... I i
ry I. CiP Cr ',7 FICn'r'n _ a II: Y Pend
3 2Crr^
3or r^
-u f;IOUnd solace elev. IUUAC -)epth to h•mbn~ (aclrr f2O m. SCrI App iratiol Rate
I lce van Dr•.pth I:::mrtaol::::Io• Re.1rx Desc-int or ~ex:dre a:•t.rture ("nnsislenre °ncndarr Rools GPDif:'
ii. rd.;90CII Ou. >z. Ccrt Color G• Sz SP 'Eflu2
C 12 10y-3!2 none sil )lrsbk n)fr vt 6 .8
2 12-33 10yr4,•4 none SO 2msb< mfr s na 4 5
3 33-48 *41e none yrcos osc In' cs na / 1.6
4 48 -20 7.~yr4 G none cos osy nil Ila na .7 1.6
Y Erin.;
En-rn9 Pt 3'oLnd ur(ace elr••a. it DeP:a :o lrnlihng factor i•1. "ail !:ppliralion Rate
r:azcn DapO' )-v, Cairr Redcx Descfip:ior Textu•e Strcc:me Conslslerre 9at.r-da•y R:,az GPJr'--
in r: unscl i,c Si CCrt. CCIo• Gr. Sz Sh 'Fr.Yt •Efla2
P.rrirn $
-
PI ; _,-nr, r,d s~dace elev. R Dep:a to liitiung facto m SCtl App rcahon Rate
P
Iawun :)e:rlh :k,-uran•. Un'mr Redex Clescop:ior Textre Strl,cture Consrslencs ❑ A.r dart' Roots GPD!ft'
r lAnsel Cu Sz. Carl Color Gr Sz. SI, '-I'll •ef!*2
' Efflucn141 = 9DD,> 3C e 220 Tllq. L and --5S >30 <_150 rny:_ ' Effluerl 42 = GOD, 30 mgi_ and TSS < 3i: Tr-1
Iho IX-parrm-ni of I .,imlerre ;;rn r;lual opporn1111: I rrlc. 111`0%T&r,111d !'.Nrv.r recd a„iacrnec. ro acre: <rr•: I,,-, or
nsa nl.uu i't III ;:n.illun,ltc lint•ru 1. c;ac cunRic: IhZ dcpa m m at 6!!8 '66-3151 or I I Y (,09-?6 ' >Utn a:0. i"~~ t Is rllSavice
STEEL'S SOIL SERVICE.
vl;lfiU t
1 i,i lllkkoll s',. Dire 71.x-'0-0 3 47
i kTkAw PAN I ct Adwhi m Lnt y hnx 715046 03 18
%_1 u IT i etc i rt •.•n -r• -tgii 1, Trni. il i : - r nrr t .t I c ;ritzbir ihr corr r,r
I i •c._'.ior 11 It IT ?1' I" P. i~ r"TN-T, rn IIrt In e.~,.,~ i~ t ihiirl ❑i '.ir
Legend
1' 40
♦ Iik-hlnark I lo. ll rrll f`
• ~11t Bcnchinai I ; 'ik+.95 Il
1;,15 of 3'4" p>c pipe
L~ ~ Bu•'inc
Boring I.levati=
BI 99.90 `t
99.e0 11
112
B - 1QOAOIt
f r L.i ✓ - I3•I - 0.00 It
h. 7
r
1 ri
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536.69' S89°50'05'W 886.07' 349.38'
a
3
ti 4 2.38 Acres
= 2.47 Acres _ 103,493 sq. ft.
107,752 sq. ft. LBO = 926.0
W O LBO = 922.0 C.B.A. = 2.1 AC.
ry C.B.A. = 1.8 AC.
r i N
a4 r 388' ~
40
rn 5 g3
Cl) 2.26 Acres 9 9 9 39
98,440 sq. ft. p
LBO = 922.0
C.B.A. = 1.3 AC. ) ~I w
434 81',.~ 2.44 Acres
08 >a 106,306 sq. ft
g, - LBO = 926.0
6 C.B.A. = 2.0 AC.
2.15 Acres a
104,216 sq. ft.
0 LBO = 922.0
On C.B.A. = 1.9 AC. -
p p
565.25'
a a
7 °a, - -
2.46 Acres
O 107,625 sq. ft.
0 LBO = 922.0 - Y
CCD C.B.A. = 2.1 AC. -
- -290.W-
564.1 1'
j
Ir
~ I
$ W
p 2.70 Acres c7 2
117761 sq. ft. CL to
pOj LBO = 922.0 0 C ~ ~
C.B.A. = 1.3 AC. = y 1rN~ 17
vl 2.53 Acres
110,234 sq. ft
557.42' DRAINAGE EASEMENT. LBO = 923.5
e a e- 9 n er
Wisconsin SOIL EVALUATION REPORT' A A: #21
cparrrvit f LCmrierne it arco'❑anr'e wt', t:on-r 95. is. A.dlt' Code Page 1 df 3
, sine or Saltily anti Rui ^mjs StEe~'s Scil SCN tC
cam lele site tan nn .."urty
P F Pape, no' ess Ilar £+':S x 11 ncYes m size. ~ Ian must SL Cio x
irclu^o. but not limned 10 Vwt¢aI and lint Mltll rcferprcc ocint;6'.•U dItoclion ant [
l:c-cenl slope. scale ar (I ii-p rsions no• l- arr,:v. and locelion and distance le reaest road Paroe, I.C.
_ Pending
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l -_ma''".Inrmaac', yc,. p::?;ide may Oe aa•, s. l°C4 ,limn v
Frcperlj Onre• r'•ope4y Localicn
Bast Kcrnor 6cct I W na S'iAJ1 ia_ NEVA. S10. T29N- R19V'u
-rer,.enys Mail ing Address JUN 1 , I oc ft I~~ 13'oc+ A S.rod. Name or Csr•Ar+
400 S. Second St r~y~ mod' na Houkins P•ai•ie 1 St Addition
C'ly Slat . /it, cZ9ce y~x
PYOr121(11 lxdr ;;ilv VI lane Tov,n Nearest Road
Hmison W 1 5 - 1 ludson Scott Rd
'Jeer Cogstfuc: or Jsd. ReSidpnlial ; Number c1 i 4 Code derived des go, raid 6CC CFIi
Reolacen'eni ^unlic n• corrmercia' - Dcscr Le na
°arerl Irate•ial ollhvash Food plain elevation, t' aclioab e na ,
Gere•al oomments COnwrnbrnal System. system elevation M 650. Trenches spaced and depth to code 3]51`1 below grade.
ani reoor•rmendalrcns /
_~4 F:32 4 00-1
Hrinng R Honey
pp Groand s.ifiace etev 99.99 7erfh In I n•ern `aador 120 m. Sol Application Rate
l icrven Gepth Ccmiranl C21or Rednx Des-rip: cr Texture Strueu'o Consistence Boundary Rcols G~IIifY
in rhrsell Cu. Sz. '-eel Crlo' 3r. Sz Sh. •e1` r •I-nz;
I 0-V IJyr3,r2 none sd 21 mfr CS lvf .6 .8
2 12-36 1OYr4•i4 none sic[ 2msbk ndr cs na .4 .6
3 36-60 5yi none 91cos osg n9 cs na .7 1.6
4 60-120 7.Syr4Fi none cos osg ml ra na .7 1.6
❑ Boer^y 4 !.^.r r y
eft G'ound surface elev. 99.90 it Depth 1`c hmrtmg lacier 120 in. ;f, AnPI ra' or Ra'e
•lonron DectY Jom ran: Cc for Redox CCSCrilion 'exi've Slraclure Consislerco 9curday -,oo:s Gl'I)`f1'
r. `:Lmse I Oki. Sz Cont. Cc or Gr Sz Sn. .I nu' r.;
1 U 10 10yr3 2 none ,il 2rnsbk mfr cs _vf .6 .8
:C-3S 10yr1;`4 none sic[ 2rns1bk mfr (711 na .4 .6
3 35 48 Sv i4 none grccs osg rnl Cs na .7 1.6
4 48-170 7.5yi none Cos osg nil na na .7 1.6
Eriluen: 41 - E30C 30 220 r q.1`_ ann I S:> 150 ny:L ' !-Itluerl 42 = HO7 3C 11'0:L aid TSS 30
CST Nalre!Please --r rti Siynalu -7 NCrnbpr
David J. Steel 248956
A.dd•ess Stop's Sei Se-v re fiat- Cvah,a: on Conduted Tcl"l,one Number
139f?? 141st S: New Riche-in"d 's^.I C40'7 6.11:200/ 715 760.034/
I.e ti - i BSI lt, Ke'n::n
-ai:-o. IL r ~r".rang Paq-
Bona; a
N I hrourd surtax e e•a. 160.40 fl. L'eplh to w)brio lac;o' 120 in Sod :.nolcx'0n Hxe
-io'izcn Doclh Don rant Co of Hedox Cesrr ptiol TozlLre Slr.iclurr. ,.^.orsstcrc Bo.mdary Roots GPCW
r Wl'sell Ou, .`:z ";al! :;,,or Gr 37 Sl. 'EfW •E"°
12 1Gyr3r'7 none 51 2tnsbk mfr cs IV' .6 .8
2 _2 33 1Oyr4 4 n0nc sicl 2ntsbk mfr cs ra .4 .6
3 33-48 5•y74M nnnc 9'13c osg nil cs na 1.6
48-12C 7.5yr4l6 none COS osg n11 na na 1.6
Hn•iOg PF 9Cr CC
F7 C•ould surt;;r-z =1a,;. 7op:h In limit nc raetcr in. k~Fjj App icaliol Rate
e, ion Deplh Ilr.mmalt ;Ir.10' Redox Desortp: or el: rc• J7r.c:a.c Cu s<Irncc _bunda Roots GPJi':'
in. A'unsell Ou Sz Corl. Color G'. Sz. Sh. 'Er'ar •Ene2
Bering k Bo'ng
F-1 p I r;rrt.rd sUrfPOa ola,, ft Dep:n :o ironing f;:r_t cr rl Soil Apphcahon Rate
HO'Izcr Deolh Doml Pant CO or Rediix Cesi:J ph ::TT Isx"..rr ;iAnu:'.Ite Uoi,% t1 rC4 30Lrda Roots !?P?r"'
r Mursell Ou. Sz. Cont. Colo' 3r. Sz. Sh. 'erat Fnz:
i
Wuent u1 - HOD, > 30 < 770 ngf ana TSS >3Z 15C rrgl ' Efll'.lenl k7 - HOD- , 3C nql and -SS 30 mg~L
Ih. Department M Cowrnwrct I, an tyu,il Dal r ilxilr cn ,.c pros idcr ;111,1 cntplurcr. II ou wed rrc to rcc;ss scrk ices or
need Iratcrial in an altartixc lonllai. pleat curlacl llu Jcpa7mcnt a: (A08-Nw.-.I i 1 or I 1-) - 608-2f,4.8?7r
100) cn.i iR -7 11 Stm , b 14_•rv2r
STEEL'S SOIL, SERVICE
Dav id I. Stccl hcrnon Ilm 1 >96 14: .Nl SI.
('SI-POIVTS\I N11'I4.NFI 4.SI0.I29N.R1911 Nc%k Richmond, 111 5401
l ic. QU956 1 oven of I lud unt. St. Croix Co. Direct 715-760-0347
Ilohkins Prairie Iii -Adtikion I.ot y Fay 15-_46-0;18
Psis soil ceel.r.¢ion as uu•.:hlctcd In r,1ti~(r n ri ,-."kilo remeot. i' PM) er :nap nol he'nik:ble for <nur ll c-
I lic lLY:It iOl•. ol'Ihis rc•:? m:I~ or map not he A I) :I. ;Is penaancnt lol IinC, %CC:'C 110t at 1:lc
lint:: IhC "oil xSt v: rl "'rulactcJ.
Legend N
I -40
♦ - Bcrnhmark He. I00.00 fl
Iop of 3r'4- pvchihc
~r
• - Alt Benchmark 11 9().95 I't
7 fop of ;4--pwpipe
u - Borings
Boring lWadons
R1 99.90 Il
R? - 99.90 Il
R? - 100.40 11
tF E III - 0.11(1 11
i
ays.~5 -T
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536.69' S89°50'05' W 886.07' 349.36'
a 3
of
4 2.38 Acres
2.47 Acres 103,493 sq. ft.
107,752 sq. ft. LBO = 926.0
4zi LBO = 922.0 C.B.A. = 2.1 AC.
ry C.B.A. = 1.8 AC.
N
o~
M l " g, 53
g 3
2.26 Acres Pl
98,440 sq. ft. 0
LBO = 922.0
C.B.A. = 1.3 AC. W^I
W
434.81' 2.44 cres
qB >a 106,306 sq. ft
p LBO = 926.0
6 C.B.A. = 2.0 AC.
a
2.15 Acres Q
b 104,216 sq. ft.
0 LBO = 922.0 _
0 C.B.A. = 1.9 AC.
C 0
ry
a o
565.25'
~ a
7-- -
2.46 Acres
O 107,625 sq. ft.
0 LBO = 922.0 - -
Co C.B.A. = 2.1 AC.
r -290.65'
564.11' i
j t
>1 O
O 2.70 Acres z v
0 117761 sq. ft. CL =p
pOi LBO = 922.0 O
17
C.B.A. = 1.3 AC. = ? tv
e 2.53 Acres
o lk- - --110,234 sq. ft
557.42' DRAINAGE EASEMENT LBO = 923.5
rote =gnet
r ~ 588'500! W Ofl6.Ol ~ 1
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PRELIMINARY PLAT HOPKINS PRAIRIE 1 ST ADDITION LOCATION LOCATED IN PART OF THE OF NW I r4 OF THE SE114. IN PART OF THE SW 14 OF THE NEI A AND IN PART
OF THE SEI!4 OF THE NEI r4 OF SECTION 10, T29N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY,
WISCONSIN; INCLUDING LOT 2 CERTIFIED SURVEY MAP RECORDED IN VOLUME 19. PAGE 4975 AND
LOT 3 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 22. , PAGE PAGE 5431. - -
OWNER SURVEYOR
n
.1•r~x'..,. ENGINEER 11T4.
SECTION 10,1
29N. R79W
1 v I
1 i
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CJ K DATA TAnL
7~ TI
SCALE IN FLLI 1' - tC0
1
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