HomeMy WebLinkAbout020-1489-00-190 (2)
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Wis,x,nsinDepartment ofGOmmAtde SOIL EVALUATI N REPORT Page_Of _
Dwisionof Safety and Buildings
in accordance with Comm 85. W s. Adm. Code ' n
l County
Attach complete skte'plah on-pAtw~-noYlesslMan-F 1f2 x 11 inches in size. Plan must \
~ndude. but not limited !o vertical and horizontal reference point (BM), direction and Parcel I.D ,J
Percent slope, scale or dimensions. north arrow. and location and distance to nearest road. 1 Cxld
Please print all intormation. Revuie)ved t l Date
Personal IMpmeeen you wwide may W used for sacmdary grposes (Privacy Lew s 1 S w (I l Inn L/ E/ /a
Property Owner Properly Lccetioq
Q f a Govl. LOL~ j V r 114 S /OT N R r E( )
Property Ovme/s Mailing Address Lot # Block 4 S` 1Wd Name or CSM#
City Slate L ^ ode Phone Number ❑ City ❑ dlage 'jZTovin Nearest Road
ew Construction use,4MResmennal f Number of bedrooms Code denved design floc rate GPD
❑ RePlaoament ❑ Publia; o commercial - Describe .
Parent material (J( x *1 _ Flood Plain elevation i.' applicatie _ /'V 1 _ fl.
General comments
and rerormlendalwns.
Sysiom Type L-f'N, System Elevation
Boxing # Boring
it Ground surface elev. • L_ R. Depth to limiting factor - / / ( in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Routs GPD.Mt
in. Mansell Ou. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •EM#2
Boning
Uf - ^J #
Brxi @,p{( Ground surface elev. ^ ' Lam. Depth to limiting factor in.
Sal Application Rate
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1'F
in Munsell Ou. Sz. Cont. Color Gr. Sz. SR •Eff#1 •E##2
t% : - L14 7-
Effluent 01 = BOO, > 30 < 220 mg'L and TSS >30 < 1 • Effluent #2 = BOO. < 30 all and TSS < 30 mq/L
CST Name (Please Print) gnature CST Number
Bird Plumbing, Inc. Shaun Bird ~J 226900
Addrnss Date Evaluation Conducted Telephone Number
1432 120th St. New RichrTiand, WI 54017 n 1 -17 715-246-4516
al-
Property Owner Parcel lD if Page of _
(❑t-~1'I Donrg
Boeing ~-~rT 1, pit Ground surface elev/Si _I ft Depth to limiting factor 1-~ n.
Soil ication Rate
Horizon Depth Dominant Color Redox DesmPtion Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Etfllt 'Eft #2
t
2
c
- t
Boring p ❑ Bonng
❑ pit Ground surface elev. - it Depth to limiting factor in.
Sal Application Rate
I-kxizon Depth Dominant Cole; Redox Description Texture Structure Consistonce Boundary Roots GPD/ff
in, Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. 'Ef #l 'Effi
I
E Boeing ❑ Boring
# Ground surface elev. ft. Depth to limiting factor in
❑ Pit Soil Application Rate
Horizon ' Iepth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
m. Munsell Ou Sz. Cont. Color Gr. Sz. Sh. 'Ef1#1 'Effk2
• Effluent 111 = BOD, > 30 < 220 n VL and TSS >30 < 150 nglL ' Effluent Art = BODr < 30 mgiL and TSS < 30 mgA-
The Department of Commerce is an equal opportunity service provider and emplover. If you need assistance to access services or
need material to an alternate format. please contact the department at 608-266-3151 or TTY 608-264-8777.
SllL l)J: ~P O'M1~':
Soil Test Plot PI,
Project Name Kernon Bast un Bird
Address 948 LaBarge Road
Hudson Wi 54016
CSTM #22690F
Lot 19 SubdivisionHopkins Prairies 1st. Add to 11120/18
S W 1/4 NE 1/4S 10 T 29 N/R19 W
Township Hudson
❑ Boring Q Well PL Properly Line County ST. CROIX
BVl or VRP Assume Elevation 100 ft. Top of steel fence post
System Elevation TBD =HRPSame as Benchmark
Scale is Y' = 40'
unless otherwise
noted
Pro Town Road
190' Properly Line /ea cast of tested area is covered with 4' of fill,
Ihen the soils have a vast amount of clay inclusions
making it not suitable for any system.
B-1
15( Slope
4 )5'
Not enough slope for contours
133
75'
B_2
B.NI.*
75' 30' 19'
224' Property Line
(R-S00'00' 12" E)
S00°00'11" 112541.081
1 0.oo'
N -
DRAINA [ v, HWL
o i i
F Soo°00' 1
n, a O 1
U, ''f~ -r 4] j1
w ►n' - 2 0'
r\j
O'er 0 r\
v:
p D;ul
D " Dbb
r G,)N - - 10'
c~ co m''
rn co D.`,
m o m? I z
(f) CD co
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i
rn
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Im1SCOnsin SOIL EVALUATION REPORT
j
.)c~a"T.eloil r' ~ORlmef:e i:1 diCC6Ta'o-::u V: !:orr'n e,. '*is. Aen' Code P39C or
..._ir.r or Safely and Sur tangs sloe s S°ri'Serr're
a rty
r,°.ach complete sde plan cn paPelro' ass Char 8': x I1 riches in size. flan must St. Croy
ncldde. but no: irnued'o •aer',.r_al and hm cwiiii retererre nein: !l direction and
ernent sloop, scale or d mcnslons I arm'.v and locAlo'l an- rislance Io neares!'oad naroel I.C.
Pending
Please print all information. -
Zvhcvv_d k'yJ J 7 ('te-
P~ yntal in`c at. r yin pi di~ ,ay e!us n t 1r -~::ane r, irr ,es rr i O .V I .tv: : n4 - ( ] ~ 7 I
f' ope'ty eer - Propnly I w-Atin I j
!iaat, Kernnn (;o-,i. Lot na Nl'.11;4. SE';4, 510. 729N, R19':V
Nr;I:e'ly Osvnerc (y~ailin;^, ?.dd'ess LCt # 1q Block 4 Sl.bd Vane orCSlvl#
4110 S Secord St. / Ila Hopkins Prairie 1SI Addition
State Z r Code Prone Number Ci:y Village 'own Nearest Road
I Judson VV1 54016 715-386 0217 Hudson Scott Rd
lr.v C;onslruc: or _USp Revdento Number of bed,oo.TS 4 :,ode oen.eo desion "ow felt BOI. GFD
pnlaremert Piwti:: o- co'nmercial - Dcs(:, . be na
is
xr- nt materla o.:tmrash h pod P'aln ele alion, 14 ap li be - -A R
r .oral c rn i -onventional system, system elevation 52.949 Trenches spaced and depth to code 6.41 tt belo> Lie Q
nd cc-n1 cndallor)s' r I•
~ .
itOnrl'y' ~ H!:0rh ~ ~ ~ '
P't Grrn.nd surface CIM• 1 It C.
:o irn ling fHCCOr 120 r curl Apnh;.abon Rate
Nori ar Donto Dormnart Colnr Recox Descnplron Texture SYUCIue Consistence Houmary Roots GPD+ft=
in. Idunsell ;:v Sz Cort Cofer G'. S<. Sh -FIN.1 '1.n«,^
I 0-16 10yr3; 1 none 'Al 2msbk rift cs 1` .Ci .8
2 15 36 10yret,•'4 none SO 2msbk "if, aw na .4 .6
36-55 i.Sy'4•r4 none cos osq ml 110, na .7 1.6
4 55-120 7.5yr4i6 none cos osq ml 1.6
A-160 CA c~ I\
S.II ern:. usnns a..s r-. rextureal rhdmes it Horizon 3 range frow 36 ini to 55 int.hes.
Genng ~ol•~I k2,3e
Holing 4
P,1 GP5de9 >.rlar.e eles• .65 it Ile:ah to Lmdinq'actor 170 in. Soil Application ?atel
I Isn<on Depth Dcnlinanl rkv ~edcx CosoriP: er Texture Struc:.ve Consistence Goundary Rccls IF
in Iv1Ul'SCII ::U SZ. C;ont. C-10' Gr Fir ',h
I C-:6 10y<3!1 none sil 2msbk rt'`r cs if .6 .S
2 16 32 IC.yr4;4 none SICI 2msbk riff aw na .4 .6
3 32-68 5yr4,•'4 none cos osq nil a,w na J 1.6
4 58 120 7.5yMi6 none cos osg ml na 1.6
i
Sd; ndcsor, duc to rexLupal rhanaes it 1 3 11. from 32 ni :o 03 indne,.
Ettlxenl # I = B: a? > 30 72- mg:L and -SS >30 < 150 mgr. ' C'tluon: 42 = GCC < 30 mi arc TSS rr ;rL
C5" Nane P ease Prin; Sigr30xre _ 5T V.rtr =r
David J Steel L_ - - -
248956
Add'ess Stee s Soi' Se^: cc Cate E•aal.mlion Conducted Telephone Nunrter
1-Co 141S: 5:. 'J -::o-.•r:n. -Al 'gan^ Cl11.2JJ7 'th 'S0-J34 r'
F-?p,,t, Q•.vher Bast, Ke•nnn N2r:e. 11' 4' pending
a Hn,hg ro 3 2v
C..ring a ~d _
i Pot ix~:unc 6ufra0a c Ov Oeplh to linnliny facer' I?U m
Still HpvO^aUdr Rate
err; r Depth CrnrmACl Color Reeox a(P.srn;;noi Texture Str.rrh.re Jonsstehce 6o.indary Roo:s 6-I1i11'
in. !a.Insell 01 Sz Cow Col;;r Gr Sr Sh "_r;:' vl>r2
I C-14 1Oy'3;'1 •ux•e sit 2rrsbk mfr [s if .6 .8
2 19-36 iGyr4;'4 cone sicl 2msbk mfr av: na .4 .6
36 60 S/rgi4 none cos sq ml a`x na 7 i.6
4 GO-Ii0 7.5yi,16 none Cos neq ml -)a -a .7 1.6
S It Inclusions djl ! t0 tIrxu.retd (II.rngN`: n HUrizon 3 rarm;r:w 36 Inches to 6" iichpP .
Boring 4 60'1nq
_ FI :,rrt.rd su(lace e le•.. R. (Dop:h:o rrnmng lack'r ri so l,Actd r a!Inn
,-t7or Depth DOI`)cartco:n KEdoX ~!OSC.riptl0n Texture Structu'e Consismil Bcuil Roots -,R[:, I'
Ir tvlurscll Qu Sz. Cont. Color Gr. Sz Sh.
Hnnng H Fnrng
ltt~~~JJJ f'i: G(our.: smtare a Ev ft. CCpIh to Irn hhy lac:or n So 1.4rpl ra7 nn nax
F nrizm' Depth orrrioart Cnlnr Redox DrsapIII Iexlt.re Structure Corsistence Boundary Roots GPC+ft`
in. `;1 dnv:'1 Qo Sz Con!.ro or Gr Sz 3h "Erlur •I
L.____-_
T
' rfFlu=rt Ir - &J J, 22C n•; 'L ahd T, - -,;.I ' Sp rulil . t" Leo: #2 n mci urc I - K n'y+I
the Ml Jmruttcnt o['t bnuocrcr i m ".:II r OPIN rtno-!~ .,:r ric 01,11 r u d:nq~_ ~.:r_ uc. i. i>t:uu<C+:rCa ct I, I
nlC1 "11 'IIi: I"I:'r IIC'IIIt,'1 1*1'1II I LIx:UOI n,' 111[ 1L[1.111' 16'1 I : I I hr.',A ]I-1 ` II h'. A..'•. J-$-
r
STEEL'S SOIL SERVICE 3W3
I)a~id I. titccl Wrim Not 1 "96 141 "t tit.
C'i 1'-Pll1V' I SM S1V' 1 4 A1.1 X4.51 ~L1 ~9V.lz bill' \ctt16:h:nond. A\ 15-+01?
Kc. 1_48956 I OMn of I WOW. A Croix Co. mcct'I; WI-0347 1
,
Ilonkins Pram" I;! Adklkion l.nt 10 fax 717,-.46-11.' 18
,
,
,
I Pi..oil evaluation waS condwtct! to srtislp a iut.i-ry rcytnrcmeol. it nqy or co... -,r[ of c.,iad>l~: 11ir pour use. ,
,
I Lc location nllhis ios: map or ❑iap nut `x. a. 1. 'a as perm;!TICTV 11V Iiua. r.err nut Pst,blishe,1 dt the
tinic d raril test wi=ot~rd,,cre,I
Lcgcntl
4f1'
13cnchwul. I Ic. 111000 ft
IVP of 3,4- Inc pipit
• All [3c11chrnnrk 11 99.80 ft
Top of A-- p%c pipe
Rorines
/
Rorin_: Elevations.
I i 1 98.6; ft
R.' 98.6 FI
J_-
(I.o(I ft
~ 1
YJ
vyt./ L i j•
(trII~ i
61. s t~
LL
I
I I Ji I
I
KIW 0'wwo-alter
O L. / V AkcreS L'
JO .0 117761 sq. ft. Y
Q+ LBO=922.0 a'r
C.B.A. = 1.3 AC. I 1 ^ ~y 17
2.53 AcreF
- : - - 110,234 sq.
557.42' DRAINAGE EASEMENT LBO = 923.
H L= 0.0 C.B.A. = 2.01
9
0 2.67 Acres
O 116,356 sq. ft.
cw LBO = 922.0 N 30fip5
C.B.A. = 1.3 AC.
16
r
N 550.73' 99,071 sq. f
j to C.B.A. = 2.1 A
W
N O
O 10 r 2 ;
0 m 2.28 Acres
0 °
11 1 99,334 sq. TL -
00 LBO = 922.0 <
0 C.B.A. = 2.0 AC. a
476.02' 15
2.27 Acres
11 98,952 sq. ft
2.23 Acres C.B.A. = 1.4 AC.
a 97,050 sq. ft.
ui LBO = 922.0 A
Cli
C%l C.B.A. = 1.8 AC. b ~2
0 `?34 ct O
ryOW 44,
A
Qv
351.26 14 Q r
2.31 Acres 40
1 100,456 sq. ft.
' LBO = 924.0
2.21 Acres
96,1 55 sq. ft. C.B.A. = 1.5 AC.
> N
LBO = 922.0 h
C.B.A. = 1.6 AC. 9
in 00
co f
Cl) 5
a~6 ~b
10
~s All ~1 I Il
IIII'v_ isconsin SOIL EVALUATION REPORT
°(la'tTP.nl 0` ~Gf111~tte n:acra:danee v:r.'i %o•nri lNi@. r,crr i;nr{e
ci•: is on of Safe:y and Ft iid r;s Steers Ser. `e°d a'.:
Cryrnty
?IIuCh ;:rn-tplete site p ar on patter nDl less :inn x 11 rcnzs in we Par rrusl 51 Crolx
include. DUI rot Iimitee Ic' :•eni na and -io - tzR'to reierenee p0'rI i06'I. di'ec: or and _
cel slope. scale or di r-rsions, rndh arv,ne and nca40n and rllslarce 1. scares: roan Dwcel 1.7
Pendir
Please print all information.
~~,r•,v¢d~ _ Cpte
P on:a -L-,rn ri err, im; ne u;_--cr sec_r.la, nurpofns (Pn a_ s i`r,4rm':i ~rrt ~lL~ 2li
-rcpe„,, Ovene RECEIVtLJ o{,e ty I o-tn:n
Past. Kerror, ?'1 na N'tIV1i4 St=1:'4. 510. T29N. R19''A'
Fr^.peny Dvtne"s tctai Irg necress 3lock # Subc N, ore o' CS` #
4CC S. Second St JUN na Hopkins Prairie 1St Addition
City Slab. ZiCode r_P11City. .,:'.Rage tonr Nearest Road
Hudsor r Clii 715-384 02'. 1 H,,dson Scott Rd
New Corsllachon t•se. Res cent at: N,Imoer of teoreol 4 Code der ved des,gr fl-w we 500 ~+P:7
Repacemerl Pa:ihc. or cornmercra - i)esrnnr.. n2
t
J~ I6, ~Glb7 • ' Flood,pl.-~'g eleaalron, i'apDIt„ab'e na ft
-a2nl malenal oubva9h t v C,V. )L S 't
Gere'al Dorlments t onvenhena system. system elevation 92 94fl Trenches spa ed qr depth to ro e o.41 elow gra e
and I nornnif n atnuls , C - 7 , C rC1, 1 'C- i~ cC f+' ~e1_ %t~El cl Jc~ jv RC f=-C i_ f v I~
6cring / J
Po :ng H
Pd ,rm,rd Surface elov 98.Fi5 ft. Depth :o Iimiling fac!or 120 in Soil rpoh abon Rate
I':^zon JPrIl, Dons ran: Co or Redox Cescrpton -ea'„ r!e SII.ICture ConciStErce 3r.urda'y Raels
r 'danseI Uu S7 (;oil Color Gr.Sz Sn •Pfiz •=f-.
1 0 It, 1Gy r1 none sil 2elsbk Ir`r cs '_f .6 .8
lip- i+ 1OV-4.14 none sict 7r•r:b< Ir~t- aW na .4 .6
3 36-55 7.5yr4;'4 none CO, a:17 m'. aVv na .7 1.5
4 55-120 7.5yi none cos W14 mi na na .7 i .6
Sdt in JUSicns cue to 7txtureai c-,a'iges in Honam 1 ranoc fron 3c i'vnzs to SS inches.
r 2 3::rr;
0 ny?
-rt Gound sedaer. elav 98.65 ft DeP:n to Irmmnq fart ~r I20 in [S-01 A";:I!:a! in, Rate
-1-r zon __-Depth Dominant Oslo' Redo. Cexcnptiar 'exlu(e S-Ifll Dtu'e OonsalonCC 3D4ndafy Rools GP7ri1'
in Mursell Cu Sz. Cont. Colo' Sr. Sz. Sh. -I rmr -::=rz
L C-16 P0yr3,iI none sit 2nlsbk ni CS If .6 .8
2 IS-32 Myl none >ifI 2lnsbk mfr ar: ra .4 .6
3 32 68 5yr4;4 none cos otq ml d';: na .7 1.6
.1 58120 /.5yr,116 none ccs otml na na .7 1.6
Silt indusl~r•s due to roxhlrne'.I :.hanggm in Horizo'r 3 •ange from 32 inches I. (%S mrhes. l
fflacol = DOD,:- 3C < 22" mg4 and :SS >30' 150 rng:_ ' E9A.en' 92 = 6CC < 30 rift , arr: TSS 3C w2 I
CST Name (Tease PnV Slonaw•e 11 CST Nd-nder
David J. Steel _ w 148954
, ,;resg Slerl's Soil Scn;ix Ja-e Eva Lencr• .:,raen lclcprne P:cr'het°G5 '4t.r r.ev; h,c:h rron4 'd~'I SzC17 8111:2007 r 15 ?f;C 0347
t"npe'r; O'.vncr Bast, Ke-non parse' ICk 'ending s'wle ei 3
3 3::r nc
60•11g n l Ground surface elev. 99.35 ft Dep! :n li~iiling
❑ fatter 120 in.
Soil Application Rate
471 mi I:ePtt :crnina,t ;:olo• Red::x Des::npi::r I oxV-e Sirue:ufe Consislerre R::urda-y Pools GPD:1t"
in h'unsel':u Sz. Ctrl. Color -r S7 'SIT VfxI
I 0 IG•y-;il none SO 2msbk rnf• is if .6 .R
Z 19-35 10•y'4none Sid Jmsbk mfr a':; na .G
3 35-60 Syr'l4 none COS osq m' aw na .7 1.6
60 12C 7.5yr4/b none Cos O".j ml na na .7 1.6
Sill ru ostons rue t* fexturaa c'iangrs n I-.owon 3 range from 36 inches to ti.
7cn'g Boring
Pi: Greunn SJPaC.C elev It. Deplh to Inrtliny f4eb5" r Soil ApplipaUOn Rate
Norizor Dep:n Con-mart Colcr Recox Descnption iexlcre Sltualurc Corss:ence Ro.ri<lnn/ Laos GnCifl`
m. lanmselI Qu. sz Con:. Co or Gr. Sz. sn. •Enu' •i •rx;
Ro•mn 7 :at Cno.nd surtacc ele'~ Jeoth tc Pnnt ry `actor 'n. sot ApploAhon Palo
J r g._rr^
H::r it, Ucp'h Crnu'ranl Colo• Redox. Dosc,ioPon Texture sttuclure Cen51StC1:e RnundAry Roos G'Dift'
rv f.1 rlse I Cl.r Si Con, rolnr Gr Sz. Sh 'Utu" •Pfk^
i ffI re r't P 'r .::Lf iI - dl I rrgi. N'i.urt 1'-C~:J., r..qr. iu:I i'sa
I Pr 7 ~s :n'im c%f'utrrt.rc. i in rc.i:l op.r::rt in its >cr, ii,, nrociJ.- ind:ruplo~c. if nc r. a•.i.lancc r'cc-;<ro ice' or
t'f:i' TT I -ial It :nr:dI ri 11c1 -n fTl-'A -V <I hr ,I.':, T n'Onl :I "I 'A -R-](~I ti'??,
STEEL'S SOIL SERVICE
David 1. Steel Kernon B,1s1 L',96 141 sl SI.
(SI -P(AVTSM S\\ I L\I II.Stit.I 9\.Kl ri\ \cvv Richmond, WI 11017
Lic.,2489 (i Town (11 ,1 ludson. S1. ( roix Co. Direct 71 i-760-0347
I Inrkim Prairie ICI Addition Lot Ill 1*ax 715-346-0318
ll•i. wil crel.latioI I %.:I~ 01I iIIck; I'l ~t ilt% a -cqu~rrmenI. if mm or •n;r} nol he uilahle for eour une. ~
I he. Incxinlt Milli, u'Sl nav o- maN rtol he 1,'hm%71q a+1vCIrGnlPnl 101 live, %w-v not e=1n111i,hc" ❑t lu
Illtle Il'e wil tesl \la' Co1hiUCIC(1-
LC {end N
40'
Benchmark I,Ic. Ioo.11o li
1-\ 1 \ L4,. I\cc pipe
• AIt 13cnchmark LI 99.80 I.1
1 op oh ±'4` p~c pipe
Rorim^
Burin" Hevationsi'
131 - 98.61 ti /
13 - 98 .65 It
y'
B4 - It
r `!r~
~,4f t
L )
1 16 I
1
II /i
C -41 1
0 C. IV Acres
117761 sq. ft.
O r
LBO = 922.0 a
C.B.A. = 1.3 AC. = w 17
.x 2.53 Acres
- - - 110,234 sq.
557.42' DRAINAGE EASEMENT LBO = 923.
H = 0.0 C.B.A. = 2.0o
9
p 2.67 Acres C Cl)
C 116,356 sq. ft, p
N LBO = 922.0 a 30t.05,
C.B.A. = 1.3 AC.
WI<
o M 16
550.73' 99,071 sq. f
N rp C.B.A. = 2.1 A
W
N O C trp (p
r O
00 0 2.28r~os' °q
99,334 sq. ft. ,
0 LBO = 922.0 `
0
N C.B.A. = 2.0 AC. 0
476.02' 1 I.. 15
a~. 2.27 Acres
11 ^ 98,952 sq. ft
C.B.A. = 1.4 AC.
2.23 Acres
a 97,050 sq. ft.
LBO = 922.0 /l
CY C.B.A = 1.8 AC.
0 `?`Y9 i 0
Co 0.
Qy
N ~ wN
J
Q 3'
351.26 ` 1 A ~4 r
2.31 Acres O
1100,456 sq. ft.
LBO 924.0
2.21 Acres =
C.B.A. 1.5 A
= 1.5 AC.
96,155 sq. ft. N
LBO = 922.0 N
C.B.A. = 1.6 AC.
a ~0
CO)
9a
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o
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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.
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