HomeMy WebLinkAbout020-1489-00-230 (2)
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Uri- ►R,'31~4
Isconsin SOIL EVALUATION REPORT
L -p~rtrranf of Corr n-orr-. : a ::nil.gn0c •iodh Cc1r9r a Ji= i•,dri d_ ''age 1
C I✓IS io'1 of `ia`e'y Awl ti i 41 res ~t7 ~-a1 c~,a ~i;,c
Coanfy
Allach rornclete si:e plan on Caper not less:nan S':• x 11 cores I, s to Pan must St Croix
inctade, dr.l IV irn lee to vice ca and 'lorizonta reference point (1331-0: orerhon and
percent slove. scale er d'n'en%,oi, rorlll ano•.v aid localior, and aistarce to neares-'oad --arcel I D
Pending
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Reviewed 8`J '
N-r'ena'. rforma'ior yrc. p+n n'If. may br w-ec -'or seCn"dar•: Jurpn^G Pna-e Ltue, s I` C4 Irl imi) YyA / r^ ~
Pr:iflerly O.n•ne, :'roperty oa;ahnr - _ r
Bast, Kernon Gorr. _e1 na NS^v'1i4_ S- 1!4 S16 I29N, R19'o6J
Pruprxty Owners I- ding nddless ! rt # 43 Black It Sr.bd % rare or CS\4r0
app S. Second St. *4 na Hopkins Prairie 1 St Adddion
Ci',y Slate Zip Code PI-re Nurbe' City I age Toevn Neares! Road
`iudson ',:rl 5x616 715 385-C217 I ludson Scott Rd
Now Construction Jse* Residell at r Numher -t bed'ooris 4 Code dei wed desigr floe: rate 66J C°I%
Renlacen'ont Pu::h;: or co'nrne¢aal - Descr be. na _
a'
Parert rna'e'Ial Ollpa/ash flood Clain elev'ai I` anrlicab a - ina<_
;ones coro'nerts Cenvenhoral system system elevation 95.85ft. Trenches snaend and depth to code 3,75ft below grade.
arc retry nierda: ors.
i
3cr r^ A
J G'oU'1d 5L11aG221e'e. 99.66 ft fiep:•r tC l1911ting far_tLr 120 in Soil !i:rrUr:ahOr Ra1,l fc,"I 13! ;,11) U:: nrir18n1 Co10' ?odoxCI
ip7ion TEXture Slnn:two Coisislenre 9nl.nda'Y Roots GPi7t1t'
n Mursell (,u Sz. Ccnl ":alo' Gr. !:;z So
014 loyli none sit 211)sbk mfr cs if .6 113
2 14-36 10yrq/4 none sill 2msbk mfr s na .4 .b
3 36-120 7.5yr4,-6 none cos os4 nil na na .7 .6
f Z1 H:n nrl e
I~ 6rountl su'`ace elev 99.60 it DepIL to IirrilinS !a::fo- 1711 in Soil Applicaflo'r Rate
I-nrV::r Gen'n liort'nlMr'I Colcr Redox Dos0-: or Teint.re iY6eture Cons sevre Iio.I fid a ry' Roots GFCr'ft'
in r.!unsel, Qm 3/ Curt color G' Sz. Sh. 'I Y»t I -m;
0-12 _6y011 none sil 2msbk nlfir cs if .6 .8
2 .2 32 1Cyr4;4 110110 Sid 2mshk mfr Ct, na .4 .5
32-129 7.SyA:;,& none eos osg fill na na .7 L6
EP I,er: ill - BOD, A 220 mg;_ and TSS =3C ",,i 'ng?I -frjont :12 - R:ii) _3C mg+l and -SS < U mg!_
;)t;l Narre(Pivase --n-ti c l .wrr3lur t CS' NLrnbc•,
Cavid J. Stee 248956
A,diress Se-elti oilSe' '.e - ` Dar=F•,al.lahon Conducted -elepl'one 'J., rrer I
I.1, .,.-,1 1-'. -.nmcr- P;'I Sang' +11 '5-7117-:I:i4
F,:opertyt7:vner Bast. Kerncn P rrc lCK Pendny Page 2 o' 3
Bonne A
Cound scrlare etev 94.40 ft Depth to limiting latter 120 in. iSoit application "a'e
horizon Cepth Ccrolnant Ocln• Rector Desc-iot on -pxtare SI-uceae Consistence Boundary Roots GFD+':
rn PA,r•iae.l [i:I :V Coct !toter G' Sz. Sh. 'Flat •Uta;
0-12 1.a'yr-fi1 - - Hoot sd 2w AA mfr cs if .6 .8
2 12-34 12yr914 name Sd 2ri mfr CS na A L
3 34120 7.5VO.?O none Cos osg ml ra na .7 1.G
i
i
Boring # C,rocrd surface ele•.• it Dep:n to limiting fatter in. Solt Application Rate
I rerzon Ceptl- Dsminanl Colo- Redox Des-rip: or 'ex:.ne Srcduu: Consistence Bw.ndaryp Roots GF~r
it A9unsell Ju Sz Cont Colas G, Sz. Sh. 'Fi`at -t-na;
i
FIT ry N Grojnd surface elev Depth to I n I ~aclor r Snr Application Rate
F-o-izor C¢~p: i-- Gon-inart Crd^r Rernx Deacriclion lexlulc Str.rUure ::::rs zxnrcc Boundary Roots GrCifl,
ITT ~aLmsc I Cu. Sz Con:. Co or Or Sz. Sn. 'flrIl-
.
ar::t 1h:: •rc+L `=11Lic.-dG I- and 3pnq:.
h. I k{uut:u, d .d'(lvnntcrTC 1. an cgcal oppnn•:ni r•: ire pro. idcr and : jrf,* ,•I. II', uu nrcd asi,lance lkr rei c.. sen ii us or
{ :.:.r d:rr'. I r: r'i {r'n t-n.-rl al r:r,~ ?.r. : `I r ll' r:(:~ ?r•:-\„?
1,A rr. r-I I 1 1, -TT r. I; n' It
STEEL'S SOIL SERVICE;
id SI I Kctnon Rawl 1396 1 41st St.
t-ST-PUAV'I'%I I \\VI~4,lII,' I~a.Slli.l"d\.It1QVA' Nz:,,~Richwond.WI54017 1
ic.434R956 l oan of I Judson. SL Crois I)in,ct 714;-760-03,17
1lklpkins Prairie Is[ lddiliun i of 14 kip 715-246-0318
t
I ~ti. ...l' c~a'catinn ~.va~ ~ m ducica to c i.i<I.: n moot^_ re;{virzmen'.. it m.r. of rm•. rnu ',c 'uicihlr li+• lour ux.
I w location of 'ha test rw% (Tun, not we a, sho "i a, Nomai om lot %A ,ere no en&P.hr;i w the
ti~nr the soil tc<t a;r<.nndai r. d.
Ll';[Fflfl N
!0
♦ Ru chmaik He. 11111.0(1 I
t c I on of ;'4'- pcc Pipe
- • .alt Benchmark F:1 99.10 It
Top OI' 3 4 pcc Pipe
Rol in,s
Rorina lWations
i t ] 99,60 tl
li.? 9e.6f1 It
~ hz ~ 13 i - ~)~t.arl It
B1 0.00 It
~ 0N- 6------ - -
CIZ' ~ cr
1 l
1r
f
r~
, Ir~
~ -ter. V.y
I
V F - 589.44' 288.38
16
99,071 sq. ft
m C.B.A. = 2.1 AC.
~ I Cpl:
- ^0 447.68
mbT 15
2.27 Acres
98,952 sq. ft
C.B.A. = 1.4 AC.
~ 0.
Q~ 3 44 zO
> 0. 0
AN
ry y
2~ S~J
14 ~r
2.31 Acres
100,456 sq. ft.
r , LBO = 924.0
i C.B.A. = 1.5 AC.
N 9~
0
Ts...a 1 ' ~ yam'
c~~ry
s
ft.
!.0
AC_
n Wiscons n * ti~
SOIL EVALUATION REPORT
Cep flnlb'll(If CQr`1TQI'i,c it necoldaa::e vrr mm nt .Ai-. .ors i;nde -a l' rr 3
C v;is.on of $afir'9 and f:_.t.ild.n~s Stc,-• .;::I :>e'viCe
11 T n a: nmp ele site pull or, paPel not less 11'x'1 !S'/. x 1 • Innhe$ In 912C. PIBII 'illl St County Si (.f(11X
I r r'.e, bill not I11'I:e.(I t.^. VefIIC3l dn~ I.OfI<UIII AI "P'P.'enfC p01flt ;Qrd1 d IF.CIIpO and
p 1c,iwi S ope. sca a or dif lu•1siCn S. larfh a•rJYi, ana Inr:allUn and d SfanCB 101'Ca'C41 rOa(1 Rarce' I.C. _
Pending
Please print all information.
Reeie.vc~Ey r 1a
I - c5nr' .4nnla:ior yn.. G I'. m,., cc i `or seen ••7n a i.:: (PUVacy -rn• I r-0 fm10 i:::rer1'•i I)l Properly LoealU:rl -
Ras'. Kernon RECEIVED (.,ovt. Lott na W.1±4, SEV4, S'0, T29N, R'9'::'
-'r,^ery'Cwrlllirg dress Lelu Z3 RI r, rk ~uf)d.?,I"c cc CSrl
400 S. Second St. ;'r fl? ,
na -1opkns P rail 1St Addition
L'il'y St~ LIP <%ode ?hors N rnber City VII age To:vr Nearest Road
'A w i-ADIY&-``~ 15-38 U2'7 Hudson Scott Rd
P,ev: Corslruchon se' is : Numbw n' cedrecros 4 Cone denved design fe-.v rate 600 GPU
replacement blic or con`Incrc al-IJescri6e na
Fra•en: maler at CUtWash Flood plan elevaoor it appliwole na
1 .1a comm rls Convent-or.al system system elevation 95.811 1 rrncri spaced and depth tq code 3.759 below grade.
Jr r co"erdl f - ! -
t, J, "GI, .
H n
1 ULV7X 1L'~fJ: ~ ~7 r n ; L ~l •'Ci,
FOnt(! Y,
Grountl surface etc.. 44.60 2ecth to DmlPrg `actor '.20 r, So I Application
rCQri Oertr 11::ronant Cnlor Ri Dex ;)r 7111 S[ruc:u•C• Go'Iststi Hound31y R:::: Is (?'Oily
I'1 Iv1w'st' :L J7. Ccnl. --do, if. S< Sh 'Effn' 'I I'u
1-----C 14 IOy'3.i1 cone sit 2msbk n:fr cs 'f .6 .8
2 14-36 Icyr4i4 none Sill 2rnsbk mfr cs na A .6
36-120 7.5yr4;`6 none cos osg ml rid rid 1.6
Qoring 4
Ground surface elev 94.60 Decth to IOnifire `actor 120 in. Sol Acplta on 7a•o
Horizon c'efrn ncminant Colo` Rl Uesa:npl .nr Texture Struaufe Consistence Boundary Rcots PDrfl' in
11 Muriel[ Qu. Sz. Cont. Color Gr. Sz Sir •Lnu' •Efl
1 C-12 10yr3;'1 none sit 2msbk mfr cs If .6 .8
2 12-32 t0yrV1 none std 2msbk mfr cs na A .5
32 123 7.5yr4;'6 none cos osy rill na na .7 1.t:
• Effluerl #7 - S l 30 2201l ISS ?30 150 mgt. ' E`fluen; dQ - BCC, 301 and TSS < 3n m,+L
CST 'Jame i°lease P9n0 cS ^ J CST Numoer
David.1 Steel - ~,-li~Y_ _ 248956
Ad;iless Steal's So I si lee rate EvaLlatloJ Conduc'.ed -eleprone'Jjmoer
'3 i14's1stII •,Rirgmrrr "-401 r' fi11•2CC7 ,1x76!)-)347
r,peny :i..ner Baa, Kernon narce IC4 Pending _
Horng g 1 9:'.~Il I;e6'IY
;rouna s.nace ele•r fl to Iimitin9 factor llC' r Soi A.pplcahon Rate
O,Tzon Uenth Oorrinarl Col::[ Re-ox Dram clron Temir, 61•uclt.re C;onsistenee Boundan• Roots GPD?:-
in. MinseI QJ Sz. Cont Colnr G' Sz. `-'Y - Vf.l •H11u%
t 0-12 10yr3/I )ore sil 2rnsbk mfr cs If .6 .3
2 12-34 10yr4:A none sic! 2msbk IT* c; ra .4 .6
34-12J 7.5•yr4i6 none cos osq ml ra ca .7 1.6
I
R::f rat if
L l GrOJnd su'facl; elev DCFIY Io 1 11,111f,g `actor n. Sni App lcahon Rate
I a i; cr f]e~+•.'1 C.-Ti I Cnlm Redox Desr.'in Iron Texture o:`uclurr. COnsrstence Hnundarv Roots GP
Il. Mjlsell C-lU.;iz Cont c6or G. S] SY 'E1-1 'Ellin
I
en-loq 4 ;;u i ft surface c!ce It Depth :o imiting factor Yl
5o I A mka on Ra:e
~ lof zo"T 12n::1f. m-i r;:n: Co or Ftvdoz Uescripa n T,_ tu'c :a m:'u e Conslslence Rouncarj Roots GPD.rft'
r Mursell Cu. Sz Cunt Calor 3. °z Sh. 'E'n~'•~
=(flu rrl A'-Y. i- mC:L 2'ld~ ~11=15flr-vi _frutrt d'-EO] Jn'c-iJT: T14L
the llvp.u'nn.•11 ot'I-u9u1'cl':e'.~:nlc:p.al oPp-irP.nlir. :~rl JCe 1`.ol 1110 :1111: cr'do.er. Il*•19'-1.1I u...,: 1a1 '.l 1511:-•. ir.
lte.t In I'l n' a --r Inl'il'A C.LS: Cu ll%r 1 I , drr:i IT I, I"
STEEL'S SOIL SERVICE
Dade I, Siccl lurnon Rag 1.' )6 141>I SI.
('SI I'(M IS\1 NWI4.SIf 4.SIIt.I'29\.RI(M \ocRichmond. W1--401?
I ic_ -'24x1)ib l u~4n of I lutl~on. SI. f'roi~ Co. Dirccl 'i' I
lopkins Prairic 1 st Addition Lot 14 Fax I S-_46-00 1 s
I .ti~~n 4 In,lt-rir.; to .:dis5 a inn c_ req~ t ii ectcn. 'I m or rrr. nul be suitable liar N~our ucr. ~
Lc Ioc,C.ion "1*Ih'L I rta•. rr,r.:iot -~r 1, .whit. as p,:1 'n•'u Im lin', ~.crc Co' eiClhli•hul at Iltc
I~rtr the soil 'i 11 ,•,.11 coll'i lctcd
l ,l`~r{l`O (4 n
Ruuhnmrk FIc. 100.00 It
f~~c fop of ,i4" pee pipe
/ • h 13cnchni ark 1?1 99.111 Il
t- -
/ c I I till ol*., 4" p\ c pipe
- Rorinas
- Rorina Iflc~ation;
131 99.60 Il
R? 99.00 li
R3 99.40 It
R-1 0.00 ti
✓ c) c;
f
< i ~t
r
t-
288.39'
' ~ M 1 '
1 589.44'
2.2
99,071 sq. ft
to C.B.A. = 2.1 AC.
ti
t
ld 447.68'
Vp ~ `I,7
"r 15
~J 2.27 Acres
N 98,952 sq. ft
C.B.A. = 1.4AC.
O'
b ~2 I~0
W
p 334 44 Cl 0
hQ ~n
. 14 Q r
0
2.31 Acres
100,456 sq. ft.
LBO = 924.0
C.B.A. = 1.5 AC.
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00.
9
00
06
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AC.
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PRELIMINARY PLAT HOPKINS PRAIRIE 1 ST ADDITION LOCATION
LOCATED IN PART OF THE OF NW1;4 OF THE SEI%4, IN PART OF THE SWIA OF THE NE1A AND IN PART
OF THE SEI.4 OF THE NE1;4 OF SECTION 10, T2UN, R1UW, TOWN OF HUDSON, ST. CROIX COUNTY, -
1 WISCONSIN; INCLUDING LOT 2 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 19, PAGE 4975 AND .-=J
LOT 3 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 22, PAGE 5431. f--- - : '
Jy.
t a. - OWNER SURVEYOR T
ENGINEER
IL L
V IT.
SECTION 110. T29N. R19W
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SB9 SGOSW BO6.0]
C:D
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CU1M1'L D41A (ABLE.~T
SCALL IN FEET - 100'