HomeMy WebLinkAbout020-1489-00-210 (2)
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`~SCOnsin SOIL EVALUATION REPORT "
1%w rent 0' Dom~ar-a n .a_;o r±anee v:i:n Comm ?5.:"•4s. ACri Ootfu 'a;e 1 o' 3
~I J Viers „oil Service
~ c s,or o' ~atct; aui Pct :rrjs ('f 7rl ~
f)Ul:n"i
4.tacr', complete sic plan cr li not 'ess than 3%5 x 1' irheS in SIM can nws' St. Croix
innuce but not lrufed 10 vertical and horizontal refe-ence pplni 1Rbi.. d in and
p,.- «enl sI,pe scale or dimensions north a'[::* and Incaticn and d stance to rea csI road. Parcel I C
ending
Please print all information.
Rey. ,',~d h.: J Ail .
wi•1E maVne ih Pfindc'i
u Lau S Iv I: I 1, imll •
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rr..certy :)v;ne• ~ropcrty LOCah:,ll
Bast. Kerror Gov[. '_oi na NrA114. SL1;ti, SIC, F29N R19V;
nro--Fly v:ri"s'ala,imgAd^ress Lo:p ' R'nr. h 57',,hn name CSVIOf
400 S. Second St I iopkins prairie 1 St Addition
I. Stare Zic Cooe Ptone Njnwer City `e7 lage 7ewn Nearesl Road
Hodson 'JVI 54016 715-386-0217 Hudson Scott Rd
Ne'.v Constructlor •J%w Res,rlentiel i Number cf bod'ooris 4 Code derived ces gn' ow rate GOC GPI
Roplacorli Paoli- or conrnercia - Descr to na _
f
Dar maloria outwash I uud main ell, I'aact. cab r. 11'MEk ,
General Cnrr'rneniS Conventional system, syslel elevatt:m 94 D2tt I rencres spaced and drpth to none 4i:Hfl at?lav o-nde.
sand renominc•nrlaliors
°cr rg # crrn
1
-rt G'ound sur ace. ell 98.50 ;t Doc!) tc IlWing factor 120 in. So I .ACpl cat on Rase
-inrvon _•_pll` -?arrar;mor Redox Ccscripficn 'extme Shu::hrre Qmslslence 9ocnda^: Roots GRDi1P
T btunsc I Qu Sr Cont. Cobr ,r. Sz 61 . 'eta
1 315 1Gyr.ir2 none sii 2msbk mfr cs 1f .6 .8
2 :n-J5 SCyr4j4 none ;id 2msbk rift cs na A .6
3 25 120 7.7yr4•f6 none cos osg rill na na .7 1.6
I
I
fio hg
2 Eering #
Pi! trot:: s.n'ace e1e•: 98.60 fl. Ceplh to limning facto' 170 m a.pp'v:ahun Pale
Horizon Uvi Ilorrmant Color Reocx Descrioton Taxi S:rectum 'Clis senor Go~ndary Reefs ''SI'C' ft
r, tdun5ell Cu Sz C::rl Cohn G.:i<. St. 'E5%t •I^rrc;~
I (i-14 13yr3;2 none sit 21 ndr s if .6 .8
7 IM45 IU•yr4;4 none sicl 21 mfr '.5 na .4 .6
46 120 7.SyM.16 none cos osg ml na na .7 ..G
' Effluent #1 = 3CC,r' 3C " 22C'ng;L and 1SS ~:10 < 1tt? rcpt: • Fr' Lent #2 - RCD g:50 ny!_ one I SS . rry:L
CS' Name !F' ease Pnn:l Sig afore' / _ - CSI 'J,rnixr
David J Steel 248956
difess F,-eel's Soil Sen ion _ I;ale Fval.raho'I':;onduc:od le el_hono Ntx-iii
'QWi 111s' SI '~L.. - .rrn::r': :11 54017 6+i l'2CG,r 'riC (f4
J
BasI, Kernor Parrnl Dr< Pcndinn Page 7 at 3
C3J 3Onn^ A Roring
' Fit Ground swfaoe elev DOOM In I,rr ro'aalnr 120 n Soi r,pp tcalion Rate
I Ir to•I Ilepth Dominant ColU• Rednx Descrip: of- -ex:urc S.-i :;onsistence Roundary Roots GP>,fP
in. re'Unsel w Sz. ,^.orl i G'. Sz. SI, 'Effu2
I (l-;6 10yr3/2 rone sil 2msbk mfr CS if .6 .8
1r.-d0 1C;a4i'4 nnnc sic 2msbk mfr CS na .4 .5
4rJ 120 7.Syr4i6 none Cos osg ml na na 7 '.6
I F.nrlny Y, R Dcp•.r b:: hnunrrp (ac1•:~r r❑
LuLJ p t Grur.nd sl.rtace?lei. 5cil app ic3601 aai
'Horizon ~emr ?o i rarr Co or Redox Gesorip;i :r I exhre Structure Consistence Boundary Roots GPD;':-
r Ld~rsell Or. Sz. ':Ont.: clo' Gr. Sz Sh 'Effirl TVV2
i
I
i
I
Fn-in 7 3or r^
Od Gound surtoC? elev. DCCIh In I n:ikrq 'actor P. r., A vvc:;h::n F,ale
-i. , vnn Depth Doroinan: Color ~Zed:;x nescript or -exture S:•uctur? Consistence Boundary Roots 1171, M7
'Erg' 'I na;
.r. Wunsel' Cu Sz. Ccrl. Culm G• Sz. St,
j
-f(L;e:rIA'-Ri:: .:9rrr+LardT LC -iiria ornT-'. g"n'~
I ha Ucp:vnrcnl of mrinercr a ar i,I i.w' appoflun t, x:, l<. ,recd.: m:d It',uu nc.f a>-i.lanCi r Ici zcn 1. r ~•r
?;rd in tldl J. I a 11.1111 .L' l:nn't 1 I u;c ..1Tr f" PI.- Jol1n Pn.rl 11 filly •b- ~ 1 n
S'TEEL'S SOIL, SERVICE
11 r,iA f. titcel Kornai Bast ,h, 14 l til.
C \1 l -i'O"A I IN V v.1'l l-1. lI I 10. I SIN.R 11) \rv. Richmond. Wl 54017
1 , 0_140.0 I t"m O I Illdmo. 1t. Crol\ (o. 715-760-0117
1):f,
~
I lo;,kin.s Prairie 1st Addilion Lot 12 Fax 715-?.464518
~ I : .inr t ntrrl ~t':I. z 7 111' 11 iIir¢P1CIII i• r11 .r -11 n 1 1 L 3Ci't I. tour II
Irv.irn' 111 r, 1:"..i n. n n,:} i hr u. i ~_i rnrr~nt Int ri i1 oaahli, `icd a rh:
rn for 411 L 11
Legend 1
i" III'
Benchm uk I'J 10D.00 II
Fop ol*".1-- p%c- pipe
• - \J; Benchmark 1-1 100.10 1'
1 OI• of 3i4-' yc. pipe.
~ Bnrinrs /
Boring 1.1evations
!r BI 98.60 it
B2 ~1ti.601t
v1~ B? 98.30 n
L:: V !
B4 - 0.00 ft
LIZ
r' ` 1 `7
J j
r
t ~1 a
,a
I L
j _-vi
~C~
98,952 sq. ft
2.23 Acres C.B.A. = 1.4 AC.
a 97,050 sq. ft.
LBO = 922.0
M C.B.A. = 1.8 AC. b
a 14
0.
4v O
00 % O
ry J Cry
351.26
F S~v
14 AZT r
2.31 Acres Q
12 F• 100,456 sq. ft.
2.21 Acres LBO = 924.0
96,155 sq. ft. ~j C.B.A = 1.5 AC.
LBO = 922.0 - N
C.B.A. = 1.6 AC. pj
Co c7 ~
A06 ~ 00~ S
13
3.88 Acres
0 169,147 sq. ft.
Co LBO = 922.0
C.B.A_ = 0.9 AC.
Q 3v
ZZ
O
io aA~
0
N
I
1
` isconsin SOIL EVALUATION REPORT z2068
..,Dar'r1°r! Cd Grrr'r'r~',,e r accnrnar r. tF C?rr-i di',• Arln. :~aor. Page l of 3
Didision of ;aG-lyAnd ~u~latr,ys ~ICefs Soil Serl,ce
.tta;t r7rn le:e site cla9 ..n ~o'ro:'ns5 than 8'%: x 11 inches n size °Ian rnust eur 11 r
p r pic SL cox
:-:Li9c. but no: irnued to v-r'rcal and n:n rmlal refererre coin: !GV•1). direclioi and
cell slcl)e. Scale :;r d rrensingG nn-t1- arnyv. aid Iocali0n ani clstance to rearesi road. Pa .el 11,
C ding
Please print all intern
~~,rietved - 3'~.
P -ena rfr„!ima.ic , ni. p-wle M.1 Ttec 6\4' '>S :Pv: ry -a.e. S. I! C4
r_ rty - v:rar Pope h I o .-ti-n
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Beat Kerron Gov: Lo na Nb^u1 4, SF 1i4, S10, 129N R1r.'vJ
m,.,ry -w:rer's'ata6ng Address 'U l o• N r I Rhr•: 7 ' ca Plane or C' "W#
403 S. Second SL OIT C'~!j1~ • r,; I iopkins °ramc 1St Addition
C ly ,.°i:a1c Ct' ( i"v Phoi ,.,r Citv !A lage. Tovrn Neaiesl Hoad
Hudson b"JI 715386.021? Hudson Scott Rd
'de•„ Oonstruc nr Use 4esidentia ; Numbir of bod:oens 4 Code deri•.•ed Cesign 1i.ov: rate 6C GPC
RZDI3ren'ei; :'ut.1inwrpmmerciif C-wbe rla
Parert irate•iai ouhuash Flom niam elevation, if acpl cable na
Gpre•ai corm,enls Conventional system, system elevation 94 0211. Trenches spaced and depth to code 4.5811 ben / g 3de. .
aim recornrnen..aucn. ~%C ' ~x.! ~t. / ~ - ♦fL - ~ -'l ; , r. f,_'! .~1! 2~ ~'.j=~
Owing
DiLl fionig k
1r.1 +:IrpUro 5ur'ace c ev. 98.f:0 It Ceplh to Innilinq facto' 12C in. ;;::T 4pp nsihon Hale
I •orv< r Ciepth Con'inarl Coior Reaox Desc'inlion l extcre S:'ucdae sere Gojndary R.1,115 GPC it
in. r"unsel' Qu 5z. Cort Color G' Sz Sh 'i •rrf •Ui>r2
1 0-15 10yr312 n0I)e sil 2nlsbk mfr ;s If 8
2 15 25 13yr4i4 1`101e Sid 2mshk rnfr cs na .4 .6
3 25 12C 7.5yr4lG none cos osg ml na na 7 _.6
Goring K 130-mg P1 Grcura s.irace elev 98.60 lt. Ceptt to limiting facto, 120 m. Soi Amp ication Rate
I-onz::v Dep:n Con-marl Color Retlox Dosc•inlon Tcxlu'% S:vcture Cons s:ence Ro.mdary Hook GPC4F
in. r%nsel :u Sz. Ccr[. CoICr G' Sz S1' •FHr2
1 0-14 10yi3,•'2 1`10:1e sil 2nlsbk mfr If .6 .S
2 14-46 10yrg14 none sicl 2rnshk mfr cs na .4 .6
3 46-120 7.5yr416 none cos osg ml lie. na .7 i.6
' Cfflum t !r1 = GOD, 30 - 220 mad girl IS`i :-3C: _ ' Sll nq+I ' t-ffl.joil 42 = 30D 30 mga and -SS 30 rin:.
7 ~T'a,,= i'Iease print. Siq n~YJ O CST Nuirber
David Stool 24895r.
P,ocross SteetS Scil 9eroix % Java at.a:~r Cr,rduolec Telephcre Numorr
130E '41A St Nev.- Hictlnuid, V•iI SG;!1 i 6i 11+2007 71,5J60. 0347
t'r-perty on-re- Hast, Kernon varc:el I,) n Pending Page 2 of 3
3 Boring
9:;nrgB II Cc: II
Pt Grcuno sur'aoc e E:,.- ;18.30 - to lnrtlvr9 facto, 12Q 'r "'m ' APOh::atr.:n Rate
I •orrz~r Depin I:'mrmart Cnl;:r Recox Description Texture SlfJSILrc Cons stenx Do.indary %nn:S G'r h'
in. 'Axis e I Or St Gon:. (;Orr Gr S2. Sh V192
0-16 1Op312 none sil 2mshk mfr CS if .6 .£s
2 16-4C 1991,114 none S:cl 2n)sl* rift CS na 9 .6
3 40-120 /.5yr4i6 none cos 0sy nil na na / 1.6
I:
B:a rc
bo Ing I
' Ground surface elev. Depth IC limit no fatter in.
it Soi~ '.pp icalidn Ralc
Icr Go-t Ceptl, D'::mrnaat ^.-Io• Redcx Oescript or 'exture Sructure GOnSIStenCH Boundary Roots GPDi';'
in FAuesell Cu Sz. Cort Colcl G•. Sz. SI, 'Ef.I 'En42
i
Borrg
Doring ? pa Gland surface elev `I Denth IL I'mi; ro'actor m. Sol AppncaUC:n Rare
I lorrZen Cepth Dominant Color Redox Desc• --i on Texture Structure Consistence Boundary Roots G°D!ft'
in. Monsell Qu Sz COrt Color Gr Sz. Sh 'ira' -E`ra:
I
Effluent p1 - DOD, 30 220 mgrL and TSS %30 < ' S0 rngil ' I-'huem a2 = SCC 30 mgt and TSS 30 mgrL
The I)ep:r'Inent of (:nrntenee i• :In eurn;l Ophnr;urilg >cr~.cc rrnriacr a.-I'll cnnplu%,r, If :,,u real psi>rtl:i;: to wu, ica or
net d mnl.oiul in an alcrr:dc 1'unmi . pl:;nc cov cl :he den-r:dum r 6uti-•nh-) I it o• I I Y Llffi-'_6.LR"„
♦III:4 i:'I Ili' r:" SIUN•:; $rvI'-rNr,Y
STEEL'S SOIL SERVICE 3of3
Uadd I. Steel Kcrnon Rant 11% I~t!sl St.
us I-PO\ASNI \\4'Ir'4.SFI'-4.S10."I.29N.RIIM NC%, kichm0:1d,A\I5101?
lic. 5245956 I o"n orI Ittdmm, A (Ah Co. Direct 'X13-760-0;47
Ilopkim Prairie I~t Vddition 1,01 12 I ac 15-.'.MI6-IL'>1S
1 HN soil rcahlaiion ,gym. enrduch;i io Natisti a iorin ~ requiremcrw it etao or mm not he zuilahlc litr your u•c
I I:v luca;ion of this Icst nrn or mac not 1v as Aumv. as Irnnunent lot lines sore n:. e.taLl.h::9 a' the
lime Ihe. coil test tias condimed
Legend N
- 40
- Benchmark 1?Ic. I OQ00 II
I op or3!4° prc pipe
• ;AIt Benchmark El 100.10 11
Iop or3i4" pcc pipe
- - Borings
Boring lWations
[11 - 95.60 t1
R= - 95.60 ft
~t° ~v B3 - 95.30 It
114- 0.00 I't
11
It t A
f ' \
L G
f
i
lye
l~
i
is n
7 7 * 98,952 sq. ft
2.23 Acres C.B.A. 1.4 AC.
y 97,050 sq. ft.
pj LBO = 922.0
C.B.A. = 1.8 AC. b 2
N
w~ 3~Srv , ~~o
0, a y o
Nq @j 0ry
n
351.26' .r =P'Sv
14 r
2.31 Acres O
12 100,456 sq. ft.
2.21 Acres LBO = 924.0
96,155 sq. ft. N C.B.A. = 1.5 AC.
LBO = 922.0
C.B.A. = 1.6 AC. 9y
~ 06
9
CD
or
010
= 13 ~ j.
\l
3.88 Acres ~\yr
4V 0 169,147 sq. ft. V j Qgry LBO = 922.0 j
00. C.B.A. = 0.9AC.
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- SKETCH
PRELIMINARY PLAT HOPKINS PRAIRIE 1 ST ADDITION LUCATION
LOCATED IN PART OF THE OF NW 14 OF THE SEI:4, IN PART OF THE SWIi4 OF THE NE1t4 AND IN PART
OF THE SEI;4 OF THE NE1;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.
71 1,
- OWNER SURVEYOR 1 I'd
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ENGINEER 1 I
- '1 - SECTION 10. T29N, R 19W
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