HomeMy WebLinkAbout020-1489-00-140 (2)
` isconsin SOIL EVALUATION REPORT 3117 x2961
Le`crtrlent el i rrllt'e'eE in ao:;ertlarce: •.v 10 Ceram 6A, bVis Ad 11. ;;ode Face 1 of 3
Crmlt n cf So'ely aro 6.i burgs N C 1, ,'n} 5teelb So I Son:ice
L'aunly
Attach . but ',e see alas on carer rot Iess:nan lel x 11 inches r s ze. "an nasl St. Croy
inchrde but no7'iro lee to -.-or. ea and nonzon~a elerence povft i84:1'.::rechon -rift
Percent stood. scale of d ill rorlh ono•.v a'rd location am:f clslance la: nearest -oad •_-arcel 10
Fending
Please print all inJorrnatiorr.
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Reviewed e
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r ono ir(cmaicr•:fir:CCde I r4;',
- -Gl^y - >:l•LL
'n ^,aCV -V.rer I-•'UpB'Iy10Ca11O❑ - - '
Gast. Kerner Gcvt Lo: na . *,','1i4. NE1i4. 513. T29N. R19b':t
,,on ry C>mrers Ylailing Address Lot K ~ Bo, , A
3~cu. Flame er CSPAd
CK, S. Second SI- _ .-a Hno ins Fai'ie 1St A.dcitior,
t, State /m PYnna V,rmner City ¢'i tags Tov n Nci l Road
Hudson Vol 54016 715-386-0217 Hudson ScoltRd
New Gonstruc: er lJsc Residenlia ; Nun•ber of bddfoonu 4 Code derive- cesmn flow: raid E?O( GI'f)
Roclacrl °ubtb o' mmnfcrmat - Cescr be rid
matenal oupzmsh flood clar ele'daticn. if acp'I Cable ~;"{1~s1L. 'v
';=rye's! comments Elnnvrnbonal system system elevation 96 20ft. Trenches spaced and dep:h to code 4.004 below grade.
anr: r„sor"Irt 6:ms
Norng Y. Ba•iny
p 1 :Inure sur'nce e ev. 100.20 (l. Ceplh to liniting fac:n' 120 m. Soi !ipp!iWlion Rate
r,ownr nep14 Dor-inart Color Re-ox Doserciel Texture 51'uclure Ccrs's:ence Roandary Hoots GHD;fN
in. k1unsel! OLJ Sz Cort cola G' Se. `1- -Pfss
1 11-9 lm,•r?2 none sil 2msbk mfr cs lvf .6 .8
2 9 26 10yMr'4 none s:cl 2m,A)k tiff cs na e, .6
3 25 34 5v- /A none grcos Mg rill cs na .7 1.6.
4 34 120 7.Syr46 none cos osg fill na na .7 1.6
T Hering K Co'inq
R,1 Grmmo sur'ace a ev. 100.20 0. CeptPl to irr ling facto' 120 n Soi ,•.,pplicalicn Rate'
I •ori<cr Dep:n C'nr'inart Color Re-ox Desrolion Texture 'arurture Corsisience RolIT::ary Hoots GPD+ft'
in. re'unsel'' Q u Sz Cort Gotcr G: S<. S.h 'EI•at ! 1042
1 0-13 10yr312 none sil 2msbk ruff (s 11.4 .6 .8
2 13-39 10yM14 none sid )n),U fidf cs na .4 .6
3 39-50 5'r"'f;'I none grCOS os0 nil cs na .7 1.6
c 50120 7Sy016 none cos osg nil na na .7 1.6
Effluent #1 - COD 30 220 rrgi_ and TST. -5'" " '50 =fflaent W2 - 30D 3- w..1 i-0 TSF < 30 riq L
ST Name irlease Drina - Signature r)S' Nun-be,
Un Id 1. SIPFI 248856
urc -s Steel tell geroico ~ Date C nlun or Cord.rcled Telechore IJ s-,:rFf
fi+11:2007 715760-0347
135E'41st S: f`on•Richnond.'•::'I 540'7
I=roaatl-vDvrer Best. Kerron Pa•cer,DU fending race 2 of 3
I 3 Goan- At 9::r r:;
_J ~ I G'ound surface elev. I:)0.10 It Depth to limiting factor 120 in.
Soil Application Gate
4cr nn Depth Domira is Color Redcx Descripticr Textu'e Struc!.ire Consislarre 9;:urday R::::Is GPD:ft'
in h't.rsel Cc Sz Conl. Colo' Gr. &z. Sh. 'E'lal •EI A2
1 0 11 GYr i7 none si hnsbk rr`r cS 1'vf .5 .S
I:-4 Cyr4 none sicl 2msbk mfr cs -a .4 .6
~a-4fi SYr'q•'4 none grcos osg ml cs ra .7 LS
4 4n-120 7.5Yrllb none cos osg III ra na .7 1.'~
4:a rn
fio'in;1 k Depth to limitm^ factor
nit G'ou•id surface elev y in. icil P.pp,ication Ratc
•Inr zol Depll• Domirant ~;clor Redcx Desnriphor 7vx'.ne Strt.c1me Go•isislerre 9ourdary Rcols GP:k'1'
in fu'unsell Ou Sz. Clort Color Gr. Sz. Sh. 'e7rc1 •EIfu2
t-
Goring
9or ru a .Foun- sdracc cs.; fl. Cepth to h nihng facto, in
PC rlool eat cr Raty
Horizon Dop:•i Don-.rvarl COCa Hecox Description Texture Stricture Ccrslsience Boundary -cots it'
in Manse I 0.i. Sz Cori! Co:or Gr Sz Sh 'I nn •e ra_
i
-ffl rent 7' 9',C - K 711 L ❑.cl 1`u t- ur_ =P'.urr[ 2J
!h:Uw.alnie-ilo(t-onncrr.es:m,rp,,rlrii: ,:rsirr p-,,,id,r:mti rnplo:.:r li', uu nrc;l a,.i.l:m;c ri,ic.css srr~ <,rr
-1n'i It,: r it it . ._.r.'. lirrrr tt I r . n-11:1,t fro L, lvnl It rl :u'+76 It ',a . I
STEEL'S SOIL SERVICE
):ri:: 1_ ~tccl Lcriton 13x:1
i'Sl-PO~,','TSA; S1,VI%I^A1-1'4.S:0.1 - "1\.R1~11~' Ri:hrnnu!.AA15-p'.?
~d X~lih Toren o', I ludson. St. Crrlix Co. I)in"c l 1 7{,0-0347
1
1(on':ins Prr.'rir Isl Addition I u' S i stx ''15-246A01M
l l'c. >cil ccalimoon io -NO a s i is rrgciYWX% 3 = ; r I'M:' not 'or gum' c>c
I L- Iocannn "~*Ihi> 1' Sm n -r of may `lo 'ac:11 shn vn. a, l,: rnnn:nl -ot i , ui ro rol tat~l>hrd x IIH^
111*' If ',-'I 'CSI C'-!;j( sI' C.
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♦ wiwhri..rk I Ir. IiLI.IY? I`.
111 of 3 hc. PQ'C
• VI kcnchrrarl. l_I
7n1i,,, ;r4" jr,c hip,:
J,
- 13nrn~~_>
11mim_ Iilnadons
vRI - 11420 ft
W it
133 ItlO.l~? a
34 It
v l
1 -
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I'•, I
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PAK 004
536.69' S89050'05' W 886.07' 349.38'
Ci 3
to a 4 2.38 Acres
f42 2.47 Acres 103,493 sq. ft.
107,752 sq. ft. LBO = 926.0
o LBO = 922.0 C.B.A = 2.1 AC.
~y C.B.A. = 1.8 AC. r
~V
v p
Q,~ Yj cry
T as8 1-5
O
rn
m 5 53
2.26 Acres "
9 3
98,440 sq. ft. O
LBO = 922.0
C.B.A. = 1.3 AC. W
434,81' ds''•,~ 2.44 Acres
OB ya 106,306 sq. ft
>t LBO = 926.0
6 C.B.A. = 2.0 AC.
2.15 Acres
b 104,216 sq. ft. T•, 'S~
O LBO = 922.0
0 C.B.A. = 1.9 AC.
P, 0
565.25'
C*A v
7 - - - -
2.46 Acres
C 107,625 sq. ft.
0 LBO = 922.0
CD C.B.A. = 2.1 AC. -
i - - - - 290.65'
564.11'
W I i
o
8 Z
0 2.70 Acres r Y
117761 sq. ft. a
p0j LBO = 922.0 0
C.B.A. = 1.3 AC. L 17
M 2.53 Acres
K-- ---110,234 sq. ft
557.42' DRAINAGE EASEMENT LBO = 923.5
(RA =2net
` isconsin SOIL EVALUATION REPORT #2061
D,9r'.r l.:r,.:(';n•r'r'ii"r.c r wth Ci r.ri 8h.'VAS n7m. Gocc. pqc t cf 3
srn of :safety and E31111di,lgs x•..~-_~1 - Steel s Soil Si ce
D:
A77aGh c::mple;e site plat on tape, rot Ie55 Ihar ii`; x I i mcl'ex in Si{t:-_~ iaa cadet - - $t. G'0';x
ilnludc but no; imiterL'o vert.r;al a1d hm zr_ntal refererce coin: iB'1}. cifecfiol and
percent strpe scale Or d n'encioli roll' arl a ri location are ttiI e:: In reared :oad Faroe I.C.
_ F'e^Cinq
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P:-:rna rlorma:ic":^-F'.; 9. m,: p. ns _rss[r.•yrr ..uq [•£•:g:F'nd... [..e. tfA ,'i indl
=ocedy
Bast Keiron non Gnw; L L RECEIVED nvt yLOeati,n
o: na 5':V t;a NF 1;'4, ti10 . 129N. ft19'vd
"'ra. eri'y C^r+rer s'aailing Ad-ress Lo; If B nr. a Naur o. C'M:
4 ~IO S2ccnd St_ JUN ) I ?Jr.,,
/5 Iq ra I10pkins 'rorle ISt ACCihor
CI/ ti:at /ir, Grae phone'JjT--cer ,^^tv Vi loge f:rmn Nearestl
fti j son b^vI 54M--' ''X - fi-0217 hItHscn Scott Rd
. 'Jew Co151ru°,cr ;15e ra aum6er rf 6ed'ooms 4 Cade aen•aw::wsicn r'ov: rate 61CC CPl i
?,e- aeen'ent ?uo110 o' colPnrr:ial . C9Acr be na
=anv'rl matolial ouhwmh Flood plain elevation. i' arCl cane ne .
•;.-:ri oarrrents Conventional system, systetr elevation 96 2011. Trenches spaced and depth to code 4.CCft below grade
a1d f0:nnrme1da11e1S
Coring # Bering
Fit 3urand su'tace 212v 100.70 :Jerlh In I mi: rg'aslor 120 in. Soa ApplIcahon late ii
Norval Cepth Cnnulanl .^.:~lof ~edax oescrip: or Texture Struc:dre Consistelce Bouldary R7.7.N CFI:IIP
in hlcrsall^,c Sz Ccnl Colo' ,r Si Sh -F'rnr •Lna7
1 09 Myr3:'2 none sit 2msbk mtr Cs lvf .!i .8
9-2E ICry'4,r4 none sic[ 21 mfr cs na A .6
26 34 Syl none grcos osg ml
4 34:20 T*4j6 none Cos osg rnl na .7 1.6
9aanr
Z Bo'ing It
pit Ground sw lace elev. 100.20 f( Dl In limftmg factor 120 in I r'+r GI ca' On Ra:e
Ho•vnn Decth Dom rant Co or Rudox Cosa phon -ex~are Slrrzlure Consistence gm.11i Roots G'Dft'
In, M'Inse.,I O,r. Sz Co1:. Co or ,r. Sz. Sn. 'l `6f'a2
1 013 111:'2 none sit 2msbk mfr Cs lvf .6 .8
2 13-39 10yr4;'4 none sua 2msbk mfr cs na 4 .6
3 39-SC S/l n;:nc grcos osg 711 cs na .7 1.6
4 50120 7.5yl none Cos osg ml na na / 1.6
EPCen; #1 = GOD30 220 mgr_ anu 1 SS >:1J 151: wr L Ifluenl 42 - HOD < 30 it and TSS 30 mg4
"S I Name O'll °r rl1 Signalur' CS' Nurnl"'T
Flavid J. Steel 248956
Acdress Steels Soi: Service (y Dale Evalual on Cond.rcted Telephone Vj•nher
1395'atstS.New Ri,"ond.'>:'It40'.. 6?1111.9007 ,715-760-0347
Property i wrw Bast, KC-non =arse, IC # Pending Page 2 of 3
Gorinr # Qa'iny
J p 1 Ground surface elev. 100.10 ft l .r rrn.lugt lac!or 120 ii -
Sr,IrlcFlta:on ~a:e
-Iorzon CeFIF D"ira'tt Color Redox Cescrip'icn Tex`,re Struc!.vv Consi<.ICrU_ 3:urtl, r R:::;Is 3FD+ft'
in ri Cc St. C::nl. ("no, Gr. Sz. St. 'I'tv -1&-
I 0-11 10y'r'3i'2 none sit 21 mG• cs 1vf .0 .8
2 11 34 1 y,4j4 none sic, 21 m(r .s na 5
3 34-48 5• r4 4 none grcos osg m'. cs na J 1.6
4 48-120 none cos osg ml na nr 1.6
F &xr'xt
Brnn~ N !6r..ur r. su-a.-.v v v:• II. CCplh 101imiting facto' in
Soil i.cch cc;9 cr Ri:;c
r-'wvnr ]e^Ih Gorr cart Co- cr Redox Cescr ption Texture Slnrcnve Cors;stenee Qounoory Rants GPr+fP
r Mursell du Sz i)Otrl. Color Gr. Sz Sh.
Eo'ing
HorFry # I G.ouid surface elev. ft Depth'o irniling factor in. Soil Application Rate
'Icr zol Cepll- Ccrninalt +:,ro 4ei l ivsoflpti;r Tex'a'e Structure Consislerce Qourdary Rnols GP')r9'
in Nu-iseh Qu Sz. --I,[. Color Gr Sz SL' »t rf.:•
'11';cr'At-Ei-r --Ci-22F1r,-r: alitt -~iqL 'F"i.r'r,•u.-r;'C, '-'iir 1 err:Td-.-3^,,n'C'l.
-i. I )crarl11IcT- .1 (proof. ric i. nn cyual orrortunilc wrn icr rro•. i ici url cn r.lnjrr. II •.rm r, ,l ,i,i or
crJ rule 11:11 it it e ut. I, r: n'tl. .Ian: cn ul J'e ;lrl. ';i r nrrKJr,l..~lil II1 Iar8-'r, l-?"'.
STEEL'S SOIL SERVICE 3ot3
I){I%:kl J. Stod Kcrior Kist L;90 I Ilst tit.
('51-1' AVFSM S\\ 'I l.N'I ' 1.s111.1'9NY!11\\ Ncx% Richmond. W1 141117
I.ic. +r.'_-IR956 loml of I IJIIRon, St. Croix Co. 1)ircct ?15-760-0;47
Ilopkins I'rairic !sI Addilion I.ol i Ian ?I 46-0 18
l h'.. .n9 t'1'0 Ord iJ'1 tOt6J lont)U.^JeII 7o .alga`. U Conine Icelt I -I Ilk-T17 IL IY2k ill 'hB .,1 11 ill 2 Ihl' C'olll" ll>C.
I ll: loc Ellon oI Illi, le l Ira\ or Ill:ic roi ho as CIloU I1. 1S :h`IIYa`i Il: lo' llne~ 1'%eIC 11"1 ?II'. Icd it 11-
time the soil Ic~l lrns nnldeelc.:.
Legend
\ 1.. 411.
Benchmark I:IC. 100.110 fI
fop of.3 4" p\c pipe
• - ,~It BC11chlrod, I'.I 100.15 tt
I op of " 4" p\ c pipe
~ II
- 13orina
1;OTIII,I' I.Ic~'alions
°I'I L1 _ RI 100.20 It
`~V l•
hlK` Ii`. 11111.'1) 11
B l - 100.10 ft
34 - 0,00 11
~cZ'. Z
l-/l Fr"-
rt I i
7
2-
- I1 133
L4
I 1
1
1 II
lIC
i y2, q ~3 yL yI / _
536.69' S89050'05' W 886.07' 349.38'
I~
a 3
of
U) Ak 4 2.38 Acres
~Z 2.47 Acres 103,493 sq. ft.
107,752 sq. ft. LBO = 926.0
Ai 0 LBO = 922.0 C.B.A. = 2.1 AC.
CO ry0 C.B.A. - 1.8 AC. r
N
C? ~ ry
S8
O
rn
rn 51
53
2.26 Acres 9 S +
98,440 sq. ft. O
LBO = 922.0
C.B.A. = 1.3 AC. W N
A
434,81'2.44 cres
106,306 sq. ft
LBO = 926.0
6 C.B.A. = 2.0 AC.
2.15 Acres Q -
O 104,216 sq. ft.
0 LBO = 922.0 -
0 C.B.A. = 1.9 AC.
n ~
0
2a.
- 565.25'
i
2.46 Acres
0 107,625 sq. ft.
0 LBO = 922.0
CO C.B.A. = 2.1 AC.
r
- - - - 290.65'-
1
564.11'
W
>
N 2
D
8 Z
2.70 Acres -
117761 sq. ft. Y
00i LBO = 922.0 0 10
C.B.A. = 1.3 AC. WN 17
Y7 2.53 Acres
R- - 110,234 sq. ft
557.42' DRAINAGE EASEMENT. s LBO = 923.5
c ca A - 9 n of
' A 589'8008 W 888.0'1
NI I ~ ♦ a I ~ I
my e.>tu n.
1 f W aoo aaao aax+...e I o - ' _
1{ r...w _rnw aeee.a. n. R 4
uo . > i9
C 1
t
A,~ \ I i~ I I
'
M.. >O~ C 1, I r
II 3.N4 ~ J .L~
~oo en a.2
~ ~ Snr wan. ° ~ti I
C 4 MO
A 77'
11 3 >4 • t •i
f>a.u aaw r -
f • 3 ~w ~en• 9i
nv S9.o ♦ '.I
111 ~ '>I O~I
i S ~vuo asses ~ - _ s nw wn>e _ - _ ~ .
141 d' .
I _ ?999 .
'I ewe• 17
8 ♦ e l aee w G
r-I ~ _1 -1a,;l 0190YF~
o an 'I Oa oa
tlo Y ' O wc. 9
Cb A M 4 1 1~ 899'18 2'E YUB 00
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u ♦9 I -----f _ I J
4
16
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/ YI
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15 s
oee-
~ I cis o y > ~ ~ / /
> o ~ ~et.c.♦ i III ~.~~/J~ /
er aw 14 ~ ~-t1 / \v
12
a M - e BO 9[10 CC\\
13
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LOCATION SKETCH
PRELIMINARY PLAT HOPKINS PRAIRIE 1 ST ADDITION
LOCATED IN PART OF THE OF NW I ~4 OF THE SE1,4, IN PART OF THE SWlJ4 OF THE NE1 !4 AND IN PART
OF THE SE1:4 OF THE NE124 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.
- OWNER SURVEYOR - -
ENGINEER
SECTION 10, 729N. RI OW
I SUY b V 05 VT 000.07'
♦ ♦ I
5 m 0 13 ° a,Ja Aare. V
t eaaaby. 12 ♦ w _
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