HomeMy WebLinkAbout020-1489-00-170
`visco sin SOIL EVALUATION REPORT ~0' ~y. 19 3f ~c .12064
` I f 3
(i 1'I't'C$ Of n1T°rL°, rr j,r ^.rdanp ,~i:h ❑0.71 a' F,_ 03 A,d'r id' ` Pane
/Lf)p /ft~>L'•ni D,-;✓d[e^Lt:~I3~rdinc
Li, is nn n' Sgfe7., and Clildnos
'It art Crap 11111 sde par or pacer net Icss that yY z • - mcies in size. Plan must County
St Croix
rr t. de, bat nol I wrwl 1:: ve'hcal 'Ana honzcrtal •C'Crc•ncc pool iHr•vi dver:hrr and
I, n'vt s ope. sr:a e or cinensicrs. •rrn afrev;. arr. I::::a'. nr and drsiance to nearest roao. Ha•r:el :i
Hnndirn
Please print all mforma6on• Peveaed ,;.t, / i L'ale
'-rs^r it nr:rcn.r[e ,-.,ric: ay hR l...P:1 fr. -crv:l, .I '!?iP La:: s +rl)(,^:'.
_-RrO•.vncr :~roaerv Loca: or _ i
last. Kerno•t 1::l na S'Jv1-4• NE1!4, S10. T29N, R19's^J
Proper(; O•n•nc's btairgl =.cdress . of r, I 7
Bbck a Subd wane or CF.M4
4C0 S. Second St na Hopkins Prairie 1St Addition
GP; State Z r, Coco Phone Number City vdiagc 'ov;r Nearest Road
Hudson 1^JI 54016 715-386-0217 Hudson Scolt Rd
No,•; Gmtstn.cton Use Residentia' +Nur.bc•• of bedroo'ns 4 Ccde oorived design flon• tale 600 ,--PC)
Keplacenenl "uCl c u• ocmrrrreial - Cesrnbe na y
flood eta r eievat. cr. if arptieanle f,_I ' fl.
Ferert na:e•ial outsmsh
3cno,a corrncnls Conventional system system elevation 96.29ft. Trenches spaced and depth io code 3.41ft below grade.
and re:.Orlne❑J::t47o5
Poring k Poring
Pit Cdunn¢f s.rface elev 98.89 f! UerIP to On'tliny `a::to: 120 m. f.,
Soil pp icalion Ralc
Hcnzon Cepth Cronnnanl C;;lor Redox Dos-rip: or 7eflule Sri.cl:ne Swwwe 1130.1- dart' Rrnls GPC41.,
rn W1LJ'SMI Cr. Sz Cont. C-W Gr. Sz. Sh. 'F`lat •FRa;•
I C-I: Wyr3!2 none s0 2rrsbk mfr Ivr (t 8
7 11-29 10y'4j9 rone vI 2msbk r1f• r1; r.a .4 f
79!20 7.5yr4:'6 none cos osq nil ni na .I 1.5
i
6o'in;1 g Boring
F, I !,robed surface elev. 98.80 it Cepti fo h•niUng factor 120 in Soil Acpl ca: on Rase
Iknum Depth Derr.nant Co or Redox Ilescrpho't T. xRre Stroclbre Consisterce 32urtla.y Roe's C>PDJW
in. A9unsell 0.t Sz Cont Color Gr Sz. Sh 'um' •r_f•#z
013 0yr3!2 none sit 2msbk mfr es v( 8
2 13-32 10y1.14 none Srcl 7msbk mfr Cs 1) r! .4 .6
3 32-37 SY-Ipl none q.-Cos osq ml cs 11+1 1.6 l .11 4 37 12C' ,.5yr416 none cos osg ml na 1111 .7 1.6
' LI(I ra 111 4 R( Y) - : 22.", tng L and T ° ,0 150 111 ' Cffluc't! 42 - EM 30 mg1L and -SS 30 rill
C57 Name :Please Pnntl S na_re•I ' - _ CST Nun bo•
David J. Steel 248K
Ad94 ,s S:• e s ` o I -'a,e -va. baPCn Ccr^ucte^ Telephone Number
d_ 14 sf 5t G R'.~hmorh _d01 r R!`•!?C.OT 1 -'fl'y-0147
I _ r, n:tl Gast. F(arnc:n F,, II: R Pend r'j - c a
rI 3 I .rr^
I~ 6o•ing :t I G'ni.nrl sl.rtate elev. 99.70 ft Dep"I:n 5-nirsn9 factor _
123 i1. FS 0-11 ,4pphc:ahon Rate
Her 701 Czplh D,"irni: Color Rcdr:x f:escnl rextwe Struc:.lre Consisterce 3eurda°+ Rooss ~JI V:'
in rAUnsel CL. Sz. Coral. -c10' Jr S7 S0 vg:
I 0-it 10yr3i'2 none st 2m5bk mfr cs lef .6 s
2 1:-28 1GYM14 nc;ne Sill 2msbk mfr cs nA 4 6
3 28-36 5Y14;'4 none grcos 059 ml c•. on .7 L6
4 36 120 7.5,04!6 none cos osg ml Ta a .7 1.6
N;rnn
dor rc a pir Cnound so-face elev. ft. Decal to I riling factor r.
Soil kpoli:a¢on Rate
{;;rn~•1 1: pl D-r icant Colo• Redox Dese•imion lexIme Structure %uT%slence boundary Roos G-U (F
it. Mxisen ;)u Sz Cort Cotor Gr Sz. Sh. 'Efra •ern2
i
Bonny ti Jorlrg
Depth t0 limi: r factor m.
F'd G•ound suriaeo cloe'. 9 5el ApnraInnn Hate
-1,zon Depth Do-nirant Color Rcdcz Ues::nphur "ex!are S°w'tnre Consistence Boundary Roots C;~D t'
in rdunsel: Cu Sz. Cort. Color G•. Sz. SF. " 1 'Eff;<2
i
'F" r~: d1 R{_'C 'l^n Tgf_~rC To- 2D<152rrGL '?ffldcnt11" n a'I:1T 7C ii L
l Ili. I)CIi 111`Ail'. OI UI'PIIC:•C I* 111 C\11 op 1. .11.a II'. ,i 1, iCp 1vo\11101IIII' CI'L11ot Cl'. 11 \0l IlCli KGi,1.111.',- I'I " scI'.,n
I CAI nT.tloi d ill 01 'tl 21 Js to'. n' it. Ic. .1,: PI_I 11 _ : cq".I 11 1,1 '.II, I,ITN 'rr,-) • I 1 IY ).C"?.
STEEL'S SOIL SE12V1C[
I)a,id.I.Stir. Orttr:[Unt
('SI-IN)s ISM ~Al 14.N l~`l,C:t1.l~'1\.81411 \,o Ri.]nr~m:i.14l540i7
n or Ilr[l"w A (Vix 0! Ma[ 7150=347
Ilo:,kin I'I_:iric Is[ Addilinn 1_x118 1 ax 5--'46-0.' 18
ri=P. a rriii _ lvc: lill. -I i+.. 101 I. I'*m v'mv usr.
' 1 Iiri I i -i -It b i I i r I hli ital ;II dr:
Legend n
1i
t, t ur.at:: l7,, l11ti
nr „1 4.. Pxc pipe
• ~Vt Pcnciurark 1.1 100J10 II
lop r l' ?'4- pvc pte
~ 7
r' - ! Snt'ina
R(a-ir.v I'levvions
Hl 0m," Il
1 1! - t
v' ~ ~,I I
I
i
12' I
lam'
li
1
SJ YcF,
~U }
r
4 I
~ ~uv - JL V.V
6 C.B.A. = 2.0 AC.
2.15 Acres p
0 104,216 sq. ft. T, 'sue
LBO = 922.0
n C.B.A. = 1.9 AC.
tP y 32p,•
A O
565.25' d
d1 ~7 p - - _
2.46 Acres C
00 107,625 sq. ft.
LBO = 922.0 -
c0 C.B.A. = 2.1 AC.
F - - - 290.65
564.1 1'
>
O I
8 N
2.70 Acres Z
O 117761 sq. ft. 0.
m LBO = 922.0 O
C.B.A. = 1.3 AC. = u ~~~pp 17
M 2.53 Acres
j - 110,234 sq.
557.42' DRAINAGE EASEMENT. LBO = 923.
HWL = 920.0 I C.B.A. = 2.01
9
0 2.67 Acres Y I
C; 116,356 sq, ft. -
a LBO = 922.0 N 30V 05
C.B.A. = 1.3 AC.
p 16
r -
sf _ 550.73' 99,071 sq. I
C.B.A. = 2.1 i
w
.-tp
N O
O 10
r ~
00 0 2.28 Acres
98,334 sq. ft.
0 LBO = 922.0
i
N C.B.A. = 2.0 AC. a
476.02. 4 155
2.27 Acres
11 98,952 sq. ft
C.B.A. = 1.4 AC.
2.23 Acres
V 97,050 sq. ft.
LBO = 922.0 A
N C.B.A. = 1.8 AC. b 3a SAli
`Wisconsin SOIL EVALUATION REPORT #2064
_ • .,iLr 0` Safely a'trJ ;tut ::i9g6 5'.cc 's .;:;t Se^; ice
~ f I.GCntY
ar.n-h ccmplete Ste plan er papu• nn•, r:zv. Ilan t;15 x t • I~~hes in size. Plan must St. Croix
i.i:. :c bu' 1^1 I11TP.er1 to vpd r.31 ama Frrzlntal,cfl point BW1r. d rodioo art(
r rent slope some cr du un-i..n, 1nrtr a v:,, an. t± ~tran and d stance to newest road. Parcel I.D.
Hendry
Please print all information _
Ra•iev;ca Ca• etc
f ~nzl -bxma.ic~ yc.. oro vl »;i h.- in -rrr^dd- u G. Prc a ^i Lea 1 ~ i i,mil .
rcoerty 0•n•ne• nro ert:-ooaticr
t-v u) 112st Kernon 3ov _ 1 na S?•V1;4, N- .-J: SIG -29f<, ;1L'."J
'rcerty 0•A-re's Mai ing Aocress -ot lock p Subo. fame o• CSbtr,
400 S. Second St. QO
na Hopkins Prairie 1St AddCion
C'ly ";!ale 7 C ce Pho~nneyYN llmt:LiuNi I C;I••r 'Village -ov:n Nearest Road
Hudson 6^11 1 5 STSF4'S' :3F )21 r t-Judson Scot Rd
`Ye •c --on,truc on lJse Res umber'If bedrooms 4 Code :edeec design floe: fall l •:~Pn
?erlar_emrn oucliu Q. cmnmeraai - L'escrbe ra
Parcri r ati••ial nmAvash Flood olar elevation. if applicable na it.
Gp. l nor,nienls Convenhonel systcn, system elevalil 96 29l Trenches spaced and depth to code 3.419 below grade.
and nrorrnon^ations J- '
1 i'n_ a. ! / ? h1.i.7t [.a. - tr Y.-l -'Yt~~ CCTV--
_ r 1
Bering C 6o•Iny
Pit Groun 1 s.r`ace ell 98.80 ft. Depth to lin'itn fi `--actor 17f. in gal App Icahon Rate
Hn_ nznn Ceptn Cnmi'ranl ,.^.:doi Redcx Del or TeXll Strtclare Dofis stl Eo'.Indary Roots l
in. 111l CL. Sz..^.arl. Cotu• Gr. S<. f1l •err.I •I fie:
1 C 1: 12vr3i2 none SO 2msbk mf, C5 Ivf Ci .8
J 11-J~ It:N"ii4 tone stet 21nSbk mf• cs na A .6
3 29 120 7.5y,4i6 none cos osg ml na na .7 1.5
Pr,,r P„ it Bor l'p
:-,t G•ound sr.dace alev 98.80 ft Dl tc hmlbn;; factor 120 in. So I Application Rate
-Incznn Decth Do n ra it Color Redo: 1:~scnphcn 'ex:ure Structure Consistence °oundary Roots G=D?
r `:1•mse I Qu. Sz Co.u. Color Gr. Sz. Sn. •Effu' •ernP
1 11-13 IC'yriO none sil 2ms1bk mtr cs ivf .6 .8
2 :3-32 1Cyr4;4 none sicl 2msbk mfr l na .4 .6
3 32-31 5yr4;4 none 4rcos (Isy fill cs na 1.6
4 37120 7.Syr4.16 none cos osg nil r•a nd .7 1.6
Ef`Lent if) = GCD 30 220 mg+_ an;l I SS -:1 < r 50 • :1 ' Eflluert P2 - PC):)- < 7:i Ire+L and TSS 30 ro;;1
CST Flame iPlease fir rli ( `.i14'I9{eit~. - l CJ Number
Clavid J. Steel L/ 248956
A::drl Sills Sttt! ~an;c:c Ilr31e evalu.al on 'ond.r'Ied -eiect-l V.rmrer
139E '41~t S• P,ev: F!p::Fno~al, ":'I ti111120'); '15- 600341
-'•n~ary La;rer 3as:., ti7r-'r'Ir I'a-rel RJldi'1r
- Pare of
a _
"10"r 99.10 .
::,t Gro.rnd surface elev. aenlh Ic I rtn1 rn `actor 120 '.n Soi f•,pp iGntion Ralc
Hcrzor Cepth Denunaol Cclo- Rednx Oesctp: on -ex1fre Sruclure COn5i5tenCe boundary Roots 3PD!fil
in PAunsell Cu Sz. Ccrt f:nlr❑ G' Sz. st. 'Ef ~'r •Efl><2
1 0-:1 10y-3•.'2 none sit 2lnsbk nil cs 1vf .6 .8
2 11-23 I0y'r4r4 none Sid 2rfsb< III c5 na .6
3 28 36 5yr4i4 none 9rces asq It'[ CS na .7 1.6
4 35 120 7.5•vr4 G none cos cSq Irl na Ila .7 1.5
l
n 3cr ro q Boring
Fit •+rmmd SJr`dcE elgy ft C;^_p[I' To lir'ding foco' d' Soil HaeP.cet:rr R%c
li Hcrizen Uep:n Don9nanl Colt Recox Jesr_n:;pn'r Iextore Str.rotcra Ger& Bence Ee~ndarv' -'r?a15 r:;;Tit,
m. 9,mse I Q.r. Sz. Con: Co ci Cr Sz Sh I nm •f •rtt;
Frri9j # BJ'In^y
P f ",round sr. face elev ft Dep:n I^ IMIt"I factor m. Scrl ^pri ualron Rate
Dpr'W -)o-iran:Coer Redez CCS~np'mc If x'.rc Stri.cl:ne r;ch~rrr !'r.cndary Roots PD,`l-
~.r tdunseli Cc $z. ilcnt Cc10' Gr. Sz. Sh. 'En°t •Fffc:~
i
lrir,n'.#i=L'!" U':' li rq ii~l p cpl F'flir . ;"1: - J 14Lrrt1 I
1;w I)gTrirrlcnr off `nrrn~ rr, i. mrI rauI:I opTorturiIN srrN -r. I~rn,: iarr :I IJ rmplrnrr. II vrm nt: 1 ..isr<.rc~ to CC INS s<-T. ir..-
rc:~_'1111 .I'll it ill dt:l l alr '1 :-u .I&.1 ii .r .I Lc:I: 11 un Irrl' 3151 r-I :•rrX-?,, L~"'.
STEEL'S SOIL SERVICE 333
Um id J. Stcd Kernon Not 1 396 141st St.
CSI-1'MVISNI S14 'I I,vlI-:,tsl0,l"),AJI I1\1 Nc\cRichmtmd.WI 54017
11C.0248050 1 I0\\ 11 kit 'l luilsnn. St. CmiX C11. I)ircct 715-7()0-0347
1
I lopkjns Illiric I a Addjljon Lol R I ;1\ 71 046AB IN
1 hi, soil cvah.alion ryas corultmed to swQ a Conine I'ecniilemont. ;I nrtw or run n•t be viii & c fur cox- usc.
The location of :hi. lest nav or nm' not be as slum z; Nrivaren: lo: line •aere pool . :a d,r
time the soil ICA %ras conducted.
I .cgcnd
I- -1t)'
licnchmark 1.1c. 100.00 ft
1 „h of l 4" p\ c pipe
~ • -,A11 licnchn„Irk lil 100.40 ft
fop of +'-l" h1 c pipe
- 13ot•jn_'_s
Roring lW ations
131 - 98.54 It
13' - 9S.5t1 Q
B3 - 99.70 1t
134 0.00 1t
1
~'r - - ~~y. 7e
i
?i
t
ycF,
7
_-3 ,fro
~Y
H% ~
6 C.B.A. = 2.o AC.
2.15 Acres ag ;
p 104,216 sq. ft.
0 LBO = 922.0
On C.B.A. = 1.9 AC.
. A~ Qq
~ ~Za565.25'
i
7 - - - - -
2.46 Acres
107,625 sq. ft.
Oi LBO = 922.0 - - -
W C.B.A. = 2.1 AC.
r - - - -29D.65
i ~
564.11'
W
>I M
O 2.70res C7 Z
0 117761 sq. ft. l i ^ d i ~71
of LBO = 922.0 O 14 1
C.B.A. = 1.3 AC. ` _ (W~pV
o l7 2.53 AcreE
- -1 10,234 sq.
557.42' DRAINAGE EASEMENT: a LBO = 923.
H L = 0.0 C.B.A. = 2.0 1
I
9
0 2.67 Acres
p 116,356 sq. ft. O
N LBO = 922.0 30fi?05,
C.B.A. = 1.3 AC.
o 16
550.73'
99,071 sq. 1
N t0 C.B.A. = 2.1
T
W
N O
0 10
00 0 2.28 Acres
99,334 sq. ft. ^d
00 T LBO = 922.0
N C.B.A. = 2.0 AC.
1
476.02' 0p ~ 15
a. 2.27 Acres
98,952 sq. ft
11 C.B.A. = 1.4AC.
2.23 Acres
a 97,050 sq. ft.
v
~j LBO = 922.0
N C.B.A. = 1.8 AC. N 3,~ c
• ~ . ~ $ee"aoosw aec.or, _ I~
i
ar ♦ II .
~I I fl ~2r~.' oa 4 o c
p x.}x.w.n m - _ _ _ _
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PRELIMINARY PLAT HOPKINS PRAIRIE 1 ST ADDITION LOCATION H
LOCATED IN PART OF THE OF NW 14 OF THE SE1l4. IN PART OF THE SW IA OF THE NEI;BAND IN PART
OF THE SE1; 4 OF THE NEI4 OF SECTION 10, T29N. R19W. TOWN OF HUDSON, ST. CROIX COUNTY,
WISCONSIN; INCLUDING LOT 2 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 19, PAGE 4875 AND
LOT 3 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 22, PAGE 5431.
• e OWNER SURVEYOR J I -
L 1,1,
ENGINEER - ,
i ~nL9
Lt a 'm •;'i-.
. T28N, R18W
i(( SECTION 1(
c 1 I.
Stl9 5005 W 866.07
l Co Z>_ - P
j Is, Is,
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l e ♦1 ♦ ~N....
a S.13 Z
T
12
1 j .00Bxx.O x Ox1
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♦ 14 s.. « z
J I fl
sIlr., IF
A 53~'
B n , J n!. ~ v' S 1 1 ♦v - ~1 ~ ~ ~ ZEPHYR LANE
A• ^ TA ar tlly vu n f
'10 NNI~7 77
v♦ ~ C.II.n....I w(15
♦ I
'f. IY wc+u
n. .1n ♦ _ 9 II
10
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ena,z> / LBO. - ♦._I. .b U~.. ----oze:o
BA • I 0A O ;I
C
W
16 I I - '.9 a o 9
x Jb A[ roe V:
8 i 11 10> P31 Y O M1 C F - _
S r60 - -xx.^' _ CPNA BRNC - T
r ,
,e
ail 17 ♦ = a' rq
I. ➢>O wam• a ' 2y26 $B0 1802-E
))1 qI♦ I- m', .1 In W'•u.n • .73.00
g i' 11 LtlJ - v 3 _ n i Ln vzx.e Y
0 - Cna 13AC - 'ff Y
See'1 TC 208.33 us
T - v r.e:r 0 11.
_ I ` v. I uO •
,
p
I
, 1 I
NWL Y1n1 I _OI P'
' 7a 2 F, I. I o L_.
a1 0 - 1 $ - : _ _I _ • Sze
as ♦ ♦ 2$ xn-
a a°" COA - BAC.
e
^ b
6 3
n n ♦ 19 ♦ ♦ 24 •
2.96 AV.vu Y x.V1 .h.v •
- LBO- u4 Iv I L g'.
BA -1>A< LnV a-e n M1,
ti 20 r
• YCI.00 I _ aR n /
17A- A
♦ y ♦ 23 /
A ea r n
21 '"0 02,1 Q
f. - LBO Y)x AJ
n CBA.-) C l'Y ~`,1 /
J n.A. - A
22
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LBO QZRQ cBA IQ
wt
Y
nwL•wn.a
x v T
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- - .I.~^i A. 1..11 ..nr..l. !'r•u.l Iue Trill=~a nv'-1~.,
r~ ua. ..AY 9 nA 1.
:W 61 rL_
v I ~.aO.a 'N'I
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t ]L 9 .
•to.. M1 inn nl c•v _ma
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•,-/rT II:L[ C' -FC GFcGQV :i' S kEEO YL 4.1RV IaT C! > l 1 rv
'YEYf.FVt t'I 1'-y';]II NI .N.::F[$TOi•4 T_f .1';N
CUItNt VA1A InnLL
SCALE .N FEE1 1' 100
1
' 100 0 00 [OJ