HomeMy WebLinkAbout020-1489-00-200 (2)
1SCOnsin SOIL EVALUATION REPORT 3/1 42067
Grl"`1 in a ,.O'C a`iCC 'i1'i - 6 '1 `n Cot e 1 0 3
ri_.h:rhent J . ,
J s ur u afet; aid °r r::m Js 0ij e, c]^y St: l's soil Sorvice
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Attach cen-p ete sle plan nr panor nbt Ies% tha*r er: * 1' niches n size Plan lees: 51. Croix
me r.de, h.tl ncl I nnled 1^' vedir:al an^ hnriv:^nt31 •e'a•encE FOinl i31v1). rl'feoti:n nr'tl
pervert s npe. sea e or tlinens.crs. non arrcv:. arc rccation antl tl ranx to ncarosl read. Pa•cel I U
Ponding
Please print all information Rey'ev-* , Dale _
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"ere^raI nror -t ~n N-", nrr.v . e= - I I „,b' V-..aac~ iPr va.; Law. s. rF S.< r t , ` l i'iJ ~'r l(j i' /~i
Properly C•.vnbr rronery Lora: cr
Gast. Keeton Goat. Lel r'.a N'•:N'"?4.;f'j4.S'1G.'29N. R19'•;
RrepertyO'.v~er's b'ailir;lcd cs .!:14 ZD clock of Si.bd Nane or ~:5'a1q
4CC S. Si St. ] h Ila I Icpkins Prairie 1 St Addition
i:y i5tale /vi P•fone Numher City '::dlage Town Nearest Road
Hudson :1-111 540'3 715-386 9217 Hudson Scott Rd
New Cerst•udi0~ USU. ReSidertiat Number or bcda:ems 4 Ccae dewed design flow rate 600 Grp
Replacement Publicercon-me•cal Desoribe na _
Paxere neater at o(ftwasil =food plain a ion if appicable i_-'..l 'rya,- fL
:;e'iera comments Convonhonal system, stir l elevation 95.77ft Trenches spaced and depth to code 3 33ft helov: grade.
it r=c+;•n~nerda: ors' !l I1I1I/ F/ r -
Q -
r~ ' Li l, I r i t ~ L C-,. \.iC C(-( I 1, 1
Prt Grocrd surtare elea kJ9>.1~ It 1)1 10 Irmbny factor 120 in soil Anv4,capar Fare
II 1~1 y
Ho•izer Di ")or', ran: Cu ur Hi Dew pill 7ex7re Str rctr.re Consisterce 9:;urna^l Roo:<_ GPD
In Mi-isell OJ. !;z i Coot Gr. Sz. Sh.
018 :Cy13,l2 none si 2rn;bk rlfr cs if 6 .8
2 18-39 :Cyr4,'4 rrfne sid 2msbk rlfl, c. na .4 .6
3 39-170 /.5yr4i6 none cos osg ml r., Ira .7 1.6
C,o•in^ Q ei:nn;; ~~C 1
n
nit Grcucd Si elev. 0 t Dep:n 10 11 lilting racier 120 rn Soi dope Caron Rase
-ln•izon ae;al• 7o°r ran' ,u or Fw1nx Cescrphcnr -ext,ne- Slr.mture Coasislence Bol.ndara Roofs GPDJ1'
I. 14.msc I Cu. Sz C. o'11 Co nr Gr. Sz. Sn. 'f3ff><' •Eru3
1 019 1C.ryr32 none Sil 2nlsbk mfr Cs if .6 .8
7 19-4e 11 none sid )7v,* m`r cs III a .4 .6
3 40 129 7.5yr4 G none Cos csg rrl na na / 1.6
' Htl,rent ttt - °OD_; 3;i <77;: 'my+I and 'SS ,30 190 nuFr_ ' hftr.ent #2 = BCC 30 mq;[ arc T SS wwL.
CS? Name IPease, Pnn:; - yrature : ST V.rnber
Jawd J Steel
rte' T _
Address Steel's So I Service Date FvaluaUOn Conducted Toli NLr,be-
1393 14'st Sl. Ne'v: Richmond .'dJ' 54017 Gr" 1 p0C7 71S-76C-0347
~nrer,~ :Iv;rer Bast, Kennon Pa•cel n N pernli'ry Face 2 of 3
3 Qnling (AS
1.,
❑ 3er 1,n N Pr Ci S'Wace, elev 0 t Decih m I n•if~,ra'actor t 2f. r ern Ap:rn::atr,:n Bale
F•orizcr Dep:n Cominarl Color Re-ox Description Texture Sln.rclr.re ::::ns s!en~c Co.tldary Rons f: 'l ]1tY
m. `Janse I Qr. St Cow '.:o or Gr Sz. SIT 1,u' •Pfa_
1 0-15 loy13r2 none sit 7mst:k mfr cs L` .8
2 is-U Iflyr-li'l now sill 2rnebk 1,11`1 1,:. r:a .4 .5
3 37-120 /.Syii none COS oscl ml '1.1 na .7 L5
Qring
bonny N ft Dei to lirnitin factor 1,r
PI Ground surlace elev. g Sail -111 o1a1
el
-ionzon Depth Jornlran: Color Redox Descrip:ior Tex:,re Strii Co'rsislence 6curda^: Roots -*P.)
it Flunsel. Uu Sz Cont Cohn Gr. Sz. SIT. ""r 'Eftu2
Boring pit Ground surface elev. IT Leplh :o irniting fader 'Soil ?application Rate
lriznn 'lectl' -;oo rant (:olor Kedox Descnptix Iex:a'u SlrucLtre Constslerce 9ounday Rrols GPD'1'
r F; rnsel 4u Sz.:ort. Color Gr Sz. SIT -fit 9 na
'C'i1 i~91 Y,1 -3-C :.r'::' 1`: r~n'y+L •Sffli=rtl C1,r"I .a-ni l,- i; -11grL
- h. I l~p:n'lmrnl nl (l1, unr•rc.• IT aI afIf" II mit'• +cn ice pJcr:u•.1 .,tlI m:r. 111 cad uS:iJ:uus to nice-<.a'ci<e: ar
cU.I -II to I Ir.~ 4.nnC; Grt'rit I:,r :,mtr:'.II ,.6cLuII11 11 Jt +T
STEEL'S SOIL SERVICE
CSf-P(111' SA1 S11'iIAI:l`I.SI!L M.10191' '01" Richwoud.%\1 54017
Uc, COMA, Ttmn ohHudson. Co. 1)it'ect 71506H4547
I lopkins 1' WHe Ist SkIAion I_ot I1 has 7150464918 '
This soil evaluation was conducted r.vnaAQ Amig nquircmcy d ma, o- nod r;d I'e tr%d,le :(ir Nour use.
TL-e In, adon of tlii IcsI may nr may 00t t,c a5 hm: T, as pcrmancnt lot lire= we•e not e lablisl:cd at the
lilfle 11e ~O;l test R71~::nriUl~C~.
I" - dtt'
- Bcnclu:r::rl, I`1c. ;(MV1 1 II
No of3,4.. p%c pipe
• \It Rznchmark C' 99,5(1 ft
I op of 1 4- pxc P#
Borings
~ l Bolinp Rlevalion.
BI 99.1() ft t
f
/ 13- - 99.1() It
B; 95.308 II
B.1 - 0.00 ft
I
f.. F~
r, r7'
I
i
o I
SrwkLJ ^c_ hI --'r~ - lit'
0 L. /U Acres p f
0 117761 sq. ft. Ye
rn LBO = 922.0 0 p W
C.B.A. = 1.3 AC. N 17
M
2.53 Acres
- - 110,234 sq.
557.42' DRAINAGE EASEMENT. LBO = 923.
HWL = 920.0 C.B.A. = 2.0
i
9
p 2.67 Acres
O 116,356 sq. ft.
a LBO = 922.0 - 30fi;05
C.B.A. = 1.3 AC.
a4
p 16
r
550.73' 99,071 sq. f -41 N CD C.B.A = 2.1 A
W - i
p :.a
N S 10 00 0 2.28 Acres
11 99,334 sq. tt.
00 LBO = 922.0
N C.B.A. = 2.0 AC. a~
476.02' r 1 CJ
2.27 Acres
1 1 98,952 sq. ft
C.B.A. = 1.4AC.
2.23 Acres
a 97,050 sq. ft. ^
~j LBO = 922.0
N C.B.A. = 1.8 AC. b ~2
w~ 3 v ~ o
y
0 4
o AN
Q~v
351.26 F 14
Z
2.31 Acres
12 100,456 sq. ft.
LBO = 924.0
2.21 Acres C.B.A. = 1.5 AC.
96,155 sq. ft. -----_-a N
LBO = 922.0 N
C.B.A. = 1.6 AC. u 9~
a
N
0 A/
d06. \ 0
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r
` isconsin SOIL EVALUATION REPORT
t'S~3'1TP.1I 0' i:~mllar:z n accuuian;:e v.r:•r :a-n•n 95 is Ai>n Coda °ar. o`
Givison of Safe:v and Guildin_os
Can .r
411ac•r nv)p efe site p ar on pacer ,ci less:nii 3- x " 'ncnes in size. Plan n•us1 St. Croix
rClude. out not Ilritod to v ti n arc ho i e t-J refe.fe r.:e po of r4f 'r dir c:mr and
v ene slope. scale o- m n rs e.r s, n: nl nr nr•. and ¢a: or and distance to nearest rcac Pa'ccl D
Pendi•lo
Please print all rnformatr Re ;cwpd:? - Dale.
'eras •al m'n ° it ~n •/!nr Prr <r'i - Rr, rc~~~~P v]..~ Lav, 0< 1
P•openy Cwner Praperty Loratio r
Bast, Kenton N Z ] Ll3'3' Covl. ILnl _ na N':V1t4, SE1?4, SIC, T29N, R19Y:'
P ope.•ty Cwnei (l In. Address ~U !L.t # ` IlJnak C Suhd. Marne oi
400 5 Second S!. ~T CRprx cu'j' Hopkins Prairie 1 St Addition
Cry Slate ip Collie 'here Nvn Cdy vll:ace Tevn newest Road
Hudson 'r•^! 71::-Wi-0217 I iudson Scott Rd
P.evr CcrrstruehOn r-se Hes cen•. al r' N.rncer of cecreoms 4 Code rler ved design fi 'ate 500 CPD
Rep acemenl p,h rr. nr nommercial - Jeso'ioe' na
na it
Parent malenal outwash Fl sod plain elesatr rt apply 6I
General ccn•rrencs Conventional sy tem. system e~'evation 95.771E Trenches spaced ld de ih to r, d i 33ft below gra
and re.gonnrendalions ~ t f°-{---J L~ _ - -
❑ 3m r• narg
it G•ound stuf .ce elea 99.1:r ep'h tc 6mrnn~ factor 120 in SOiI r pl ca: Or Rl e 'y.
Hot zon Deplh Dominant J310. ed.x Cesorip:inn -exiure• hruntu'o Consistence Boundary loots CPDifY h "
I blunsoll Qu. Sz Cunt C.alor Gr. Sz Sn. 'Effp' '=F..2
1 0-:8 t0yr3;2 none sil 2msbk mfr c; :f .5 .8
2 18:x1 10yr4,•'4 tune sic! 2rn;tlk mfr CS n= .1 .6
3 39-t23 7.Syr1;6 none cos osg nil -a na .7 1.5
❑ 3orr° u Bcr rc
pit G•ound surface elev 99.10 It nepfn tc limiting faclor 12J in Ao 1.4 pl r,.a• or Rate
-ivr zr-i IlepaP :M-nma-d Color Redox IPescril -exiure slro-twe Consistence 4m.ndary Roos • °DAt'
V blunsell Qu. S2. Cott. Color 'Ir Sr Sn -P. nv'' r:•-
1 ❑-:9 t0y3;7 none sil 2msbk 1 0, .f .6 .8
i 19-40 1oy-4;4 none Sid 2msbk mfr C5 n> .4 .6
3 40-:20 7.5yr4,ifi none cos 0sy all na nil. .7 I.6
Mont #i=?CC3^<220 ng;L and-SS-X30<1Sti rrgrL 'Ef'ucnt 02=GCC, :=-30 and TSS-_3S TiI
CS--- Name 11 ease i l / Sigi CST d.mrer
Caved J Steel 248956
Addross Steels Soil Sen-ice Cale E vat ration Condur.•sd e. phone Number
'39614 is!Sl New RVnmord 'r.r154017 6+1 L213137 7'5-760-0347
Ill I1., 1r-.-..I
Prnpe f, n., F.:sct, K.rrnon 'ar:el ID r, Pending Page 2 of 3
Coring t 60•ing + i
Pit ,round surface a ev 9.i -c tt. I'epth to nn Wirt farfo' 120 in Soil AocUpahOr Rate
Ho•izon Depth Dell rant Co or Redox Desci phon l exp.'!; !ilncau:e C:?rsislence Boundary Roots GPl
r htursell Ou :,z Cont. C0'or Gr. Sz. Sn. 'Efl., •F•r.~
1 0-15 1Oyr30 none sit 2msbk mfr cs 1` .6 .8
2 G:i-?/ lOyl la none scl 2msbk mfr r; rre .4 .6
3 31-120 t.S/r4r6 none cos osg ml -a a .7 1.6
3cr rr, # B:;nnq
Fi: Gna~n~l s.rrare elev fl Drplh Ic n•i:Yg'aetor r Application Rate
r l.ep•.-, I: nrrirart Crd;.! Reoox Description Texture Structure .,ns se,ce I" nr, GDOM,
ie. 1 0.1 Sr Con: Co er Gr Sz Sh rn• •ERa?
H:irr'q
3arnn # Pit ,roand sufiacc 01c.; ft. Depth lc I n-it .rg
. Soil Application Rate
F'onzon Del rcri ntCelor Re-,ox Descn-tion Texture Structure uns s•.e-n;:e &!.relarv Roos G~CV
^Aanso1 Oa S1 Con: Color Ci Si. Sh 'Enu •F•r
• Effluent p1 = GOD,: 30 220 rrgrL and TSS'30 '50 mgll - Iluent 02 - RCl -_30 o]g!L arc TSS < 30 n•a:L
I'hc Dep:rll-]cnt nt'(-amrnace i> : n :yu;d opprtr:m:ih ~erc.c prodder and crol loco-. II eou nr: 1 miMncec r. r i-.c <a'vico. or
r.cod n:ahrial in all alm lr lomm:. ph::ar c'ur:«cl :hc'k-partuunt ut it'l- 6d-? IS I o., 1 11. hn8-n61-R?",
cnD-r.., rt +•t¢r. 4[ed's Sal <:vqo
STEEI.'S SOIL SERVICE
I)av ~d .I. S1cc1 Kcrnon Kla: ?96 14151 S1.
SI'-PO\V'15M S\~I4.Al[I~4.SI(I.I.19\.K1,)\1 \cv', Rirhm011d,A\15'11017
fown of l lrltl oll. AI. Croix Co. I)irccl 715-760-03"7
! lopkins Pra:iric Isr Addition I of I I Fats 71 146-11 IS
I < .;ail :ca]... lion .cu. na1"I,..l rn a ionine rrcuirment, it Irac cx m2% not I,,- Jtnh'e for your use, l
TI'. location "i 111 ;a n: n.~ `~c m siua,r s, rr•n are n' lo' lin,'. ,•.<ii n" I .il the
~_I~IL II'r u)II IC~t Ram ~ nP~:'Ji'.c,i
Lef"Cnd N
I" 40'
♦ Ilcnchmark I le. I0o.110 Il
I op A' 34" l,\ c 1?i pc
• \h Ilcnchmark H 99.50 ll
f l np of i•}" p\c pipc
I - 13uun~~.
llorln I'IC\alion
i
I3]- 99.I0tt
112 - 99.10 Il
R1 9S.;Il It
134 0.00 1 *1
t
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j17 t /~r.Y
L.
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slut h /.c 14 }i r r t
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C. IV Acres
117761 sq. ft.
OOi LBO = 922.0 O
C.B.A. = 1.3 AC. = z N 17
h
l7 2.53 Acres
~ a
7r - - 110,234 sq.
557.42' DRAINAGE EASEMENT. LBO = 923.
HWL = C.B.A. = 2.0 j
t
t i I
0 9 L
0 2.67 Acres I
O 116,356 sq. ft.
a LBO = 922.0 307poa,
C.B.A. = 1.3 AC.
t v~
o a 16
550.73' 99,071 sq. f
N rD C.B.A = 2.1 A
IL
N O rp
O
10
O 0 2.28 Acres
O r 99,334 sq. ft.
O LBO = 922.0
y C.B.A. = 2.0 AC. 0
476.02' ~~y F 15
a~. 2.27 Acres
98,952 sq. ft
` C.B.A. = 1.4 AC.
2.23 Acres J
a 97,050 sq. ft. O
sj LBO = 922.0 h
C.B.A. = 1.8 AC. 2
N , f `rl~ J - - 3441 r740
7S ~1~ ryo WN
` Yell ~.S i ZTii
1
351.26'
14 ~s
2.31 Acres O
12 100,456 sq. ft.
~ LBO = 924.0
2.21 Acres
96,155 sq. ft. .t N C.B.A = 1.5 AC.
LBO = 922.0 N
C.B.A. = 1.6 AC. Lis
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1!7 I CRP3WA.- ELEVATICV aA 1~6h
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DRAINAGL'_ASLMFNT 1 -1 1 ~4~ }D
ill' I IJ3 369 9?'.BA.' '
PRELIMINARY PLAT HOPKINS PRAIRIE 1 ST ADDITION LOCATION SK - ET H
LOCATED IN PART OF THE OF NWIA OF THE SElA. IN PART OF THE SW IA OF THE NEIA AND IN PART
OF THE SEIA OF THE NEI r4 OF SECTION 10, T29N. R18W, 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 RECOHDED IN VOLUME 22, PAGE 8431.
1 a. .,r.. OWNER SURVEYOR - .J -n[s J/
ENGINEER
SECTI N 10. T29N~ , R1
O eW
r- - .
~ EVYOU US 11-1850.07
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tl / • .I _
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c. a.q. - Ll a ~N °r Sf1 1 • i``-1 1 ~ ZEPHYR LANE
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oT,Y'z.n n
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oLBO we I
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IMI 1 (1 91xA fUl<h YNIVi
_ P Soso a.
17 ♦ - v Z. bgGGr.. 1 C segIOOrc
rr. _ e • '3.00
LBO z2o - s ; La .Yn,a
3 n r•.nq wt. _ _ ' p- Tl Cn.A~>1nc. 589,1 L2W.33'
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1U33a.p F
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lU0 _ 922 .7 O LBO • Y2eq Y'•
C. B.A- 1AC 'C.0.
f.a AC f i /
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y • Z.UU µ F~ '
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SCALE IN FE"3 I - 100
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