HomeMy WebLinkAbout020-1489-00-100 (2)
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ws«1LVn Department of Commerce I-L'SA SOIL EVALUATION REPORT / Page A_ _ 01
Diwsxll of Safety and Buildups - ' L/ (i V+` • V
in accordance with Comm 85. Wis. Adm. Code L
- County
Attach complete site plan on paWT net Tess than 8 11r2 x ltm6hos in size. Plan must
include, but not limited to' wrtital and horjzorlurf reference pent (BAI), direction and
Parcel I,D. ~ ^ /
percent slope, scale or dirnensiWn . nord%anew, and location and distance to nearest road Pet, 111g
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Please print all information. Re - by Date
Paraonal ,r4umatron ovlde ma Da asad for {lC0n4s p,rposas Pnva Law s 1501 l11 1m
yu1 Pr Y rv l w 11 IrvIM
Property Owner Property Location
GOA Lot ✓,4-/ 1:4 vri V4 $ 0 T Z N R G E( ) W
Prope~y Owners Mailing Address f Lot ut Block to Sybd Name or CSA r~
fix.: !r /0
State Lp Code Phone Number ❑ City ❑ UI g Town Nearest Road
New Construction Use-p Fesidential I Number of bakooms Codo derived design flow rate GPD
❑Replacement ❑ Public or, merclal - Describe:
n
Parent material -ADi i lr-,[.~" /p ✓ _ Fluod Plajry/dcya5ion if appbcable L_~_?_ ft
General comments
and recommendations:
System Type System Elevation
Fly] Boring ti Ej Bonng
pit Ground surface elev. ce Depth to Inviting factor [.l in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ff
in. Munsell Ou. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#l •E"2
ZLL
enthg a ❑ Boring
❑ pit Ground surface elev. fl Depth to limiting fader in Scat. Appi,c bon Rate
Horizon Depth Danmanl Color Redox Description Texture Structure Consistence Boundary Roots GPD~'ff
in. Munsell Oa Sz Cont. Cola Gr_ Sz. Sh. I 'E8ftl 'EBR2
Effluent bt =BOO. > 30< 220 rnq L and TSS >3O< IWAIL • EfRuent #2 = BOD, < 30 mgtl and TSS < 30 mgt
CST Name (Please Print) gnat CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address ( Dale Evaluation Conducted Telophone Number
1432 120th St, New Richmond, WI 54017 715-246-4516
,
Property Owner Parcel ID if Page - of
Boring # ❑ Boring
❑ pit Ground surface elev. - ft. Depti1 to limiting fads in,
Soil ication Rate
Horizon Depth Dominant Odor Redox Description Texture Structure Consistence Boundary Roots GPDRf
in. Munsell Ou Sz Cont. Color Gr. Sz. Sh. 'Etf#1 'E##2
❑ Bonng
Bo rig #
❑ pit Ground surface elev. !t. Depth to limiting facto in.
FSc;l Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in Munsell Ou. Sz- Cont. Cola Gr. Sz. Sh. 'Eff#1 'Eff#2
❑ Boring
Ba rig #
❑ Pit Ground surface elev. h. Depth to limiting factor n.
9d1 Application Rate
Horizon ')epth Dominant Color Radox Description Texture Structure Consistence Boundary Roots GPD#f
,n Munsell Ou Sz. Cone Color Gr. Sz. Sh, •Eff#1 'Eff#2
Elttuent 41 = SOD. > 30 < 220 mryt and TSS >30 < 150 ngrL ' Effluent #2 = BOO, < 30 my1 and TSS < 30 mglL
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
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`visconsin SOIL EVALUATION REPORT #20:7'
C~nat:rtmee,rtGomme'rn nacrordareeo,11 r s b;'s.Alm ^coe
Didi;ion of Sa`eIy arr. B,rldings Steels `_.ni. `_erv o-
- Cunt
Att2Ch comalote sire :dan m Caper net less than t3!6 x 11 inrhes r S'Ze. Plan Must y SL C'oix
i r tjdc. in.1 not hn tee to v,.rt oa Ord ionzonla reference point;CM:. ct•eotion and
cercen: slope. scale o, dinrrrsonx redh arroev and location and :aslarce to neares: •oad °Moc'l I.D.
_ F'endln/
Please print all Information. 4ev1e•.ved By Date
=--.a01 u1'r' :bT~.p^U Fr- mai paa hr r.-°,-n~': rf 1 -_c_i- L3';. 5 5o4
FF"-p r vner FroperV Locatiol r
oaf Kell Govt Iof na &b"+1:4 NF14,S10. 129N 12 9'di
ope t: Owners rs'atmp Add'ess L-I # ~Q Block 4 Subd. Name or -NO
1 400 S Second St. v na Hopkins Prairie'
rairie 1 St Addition
;:Ly 31a1e Ap Code Prove hiurbe' ' ty '•vil age 1O•wn Newest Road
Hudsor 'v:'1 54C16 7'5 386 02" i Hudson Scott Rd
hlem ,,^,ccsrucLrrn Use. Residereal : Nurmer o' neyroon•5 4 Code derived design fle,v •ate 600 . PU
hrflaa:enent t'bblk or eomrr~en: al-Uesrriha w _.l
r _
Farenl r-ra'enal ouhvash, ' Ino.1 plain e eva! on if app. icable -r OS
;:.,.ne•a comments Conventional system system elevation 96.30ft. Trenches spaced and depth to code 4.00tt below grade.
Soong t 8n9 K•^0'll'11P.rL':at1::PS
a~ y o l( S .L`
l;2 9
K,,,,n 4 tl V snS 1
Fit ;?raura sur'aoe elev. 100.30 ff, repth to film fling iac:or 120 r. soil Apolrcation Rate
Hnrizcn Cep'1 rOrrinarl Celor Redox Desr••rafion Texlcre Srccture Coils renx Boenoary Roots GFD~ft'
i~ tdr.nscl Qu Sz. Cori. Color G•. Sz. SY. .r rt •t.•ra
1 0 13 1lyr it none ,it 2mshk mtt' Cs riff 5 8
J 1.3-2/ Wyr4i4 none SO 211'Sllk rnL cS na .4 .6
27-120 1.5y'4ro cone Cos Csc, Irl na na .7 1.6
~ 7-1l
Boring
Boring #
2
P I f~rphnd surface e!re. K. Gep:h :o 'i-ntlr]factor 1)0 in I avt'.1 ra• on -:x-
Fortzor Dep!q Dor•mart Goler Reoox Descnplion Lextwe tr rchre Cansisterca 3currfay ,'oo's 1!fl'
19 rs<unseh Qv Sz. Cart Color Gr Sz. ShFft# ra:
1 0-12 10yiIQ none sit 2msbk sift Cs I:f .6 .II
2 12 39 10yr4;4 none sicl 21 rnfr cs na .4 .6
3 39-120 7.5yr4i6 none Cos osg InI na na / 1.1.
i
FflIje.Of #f - BDD.> 3~ 22e mg;L and "SS >30 < 150 me ' E'fluen: 82 - BCC,_ ~30 mq I and T'f-.S 30 mgr_
CS faire:Pease Prin•' &grat}}} _ C:ST t4atnber
L nd r, 1. Steel 248956
rrl ltoss ;'eel's Soil serolce ✓ /L Uale Fvalualion ::ondrded Ielepoone Numbe•
'396 14 1s' S1 tle'.v R c•rn:;rd 'NI 5401 ? 6i l l12C07 715-76C-0347
F-r~ ,r••ty C'.vn,r Bast. Ket rcn Farnrrc 1D# Pend ny -arc 7 of 3
3 4 q:inn^y
❑ "I . ~y Sv
6011,1 « I' I t3ro~rd surfaco elev. 0" -ft Dep•.n 1o rnl6ng factcl l21 hl Sod +pplication Rale
-IariZnn 7erfh Dnn)ran: Co or Redo. l'escnphr.n T=pure SlrucaPe Consistence 3nurday Reels SP7r`C
f Ivl Grsell Vu. Sz. '::onl. (:.^.lor 'ter. Sir $'1. 'E la1 'LI'A2
1 0-12 !Cyr3i2 1WUN, sI 2msbk 11'fr CS 1'•.•1 .6 .3
2 _7-.iq layr4lM 11::110 Sid 7msbk mfr Cs na .4 .6
3 3q-1 u 7.5yi4l6 none cos osp ml na oa .7 l.6
Doer I
Donn^ # q
' cit Gu).rul surface Al fi Jantl' tc In -nrn artr,r m Soil ApoLCSn-.r Fare
H21' 701 1'efl Dcminanl Colo• Redox Descript on 'extule S^udufe :;nnSSte-w:e boundary Roots GrUft'
111. NIJ-1scll Qu Sz Cort Color Gr Sz. Sh 'Enu, -I'tr:
-..I1}-_
i
71 eorl9 # Hwin:J
g p 1 G:'OLnd sl.rfare elev ft Depth In Iimihno faclcr r. on
Sci Appdcation Rate
-in•~zon Decth Do^r'ran: Color Redox Cescrilll Trxtre Strl.cwre Consistence Boundarg Nook ("-D411
r rl Cu Sz. ':ont. Colo Gr. Sz. Sh. `ra' 'e'tnz
I r
E?luont 41 = SCC-> 30 < 220 mq.;L are TSS >:!0 ei :i m;;rL ' Lfflicill #2 - DOD < 30 mg:L and IS S 30 -nq1
file Dcpxinrrr' of (...I nn, -.r i>.nr r.prrl :mhrtru-iin n iz. I 'T"% ierr:mrl cln:do. cr. IY,;n. naJ .ISSi yan;:r I t :Ir..e,. .cn i. e. ar
nccd malciial in :m :II_ cralc lure d drn<: u,ntnrI Il)c'!gxl leer` :if fijlh ~(b-+I71 ur I I l' nr1S-^h. l-S'??_
STEEL'S SOIL SERVICE
In OA s l h r, i'3
~I I' C I ~V'J2I )'.A \cv R;chrnond 'Al 7111;
I ,.cn cI (I ,,-I•:o't. !~t (rruk I)Ir.yt 71 5-'6p I?
I. pl;ir~ Prairie I~! -A:idificr I,I 1 Paz ?I .'.:(+-~??[S
ll , ~.,.,li, Ian t... irwarm ,.r p. rumen'. it r , n:r. nt r u~rahli rur r=;.
t[ 9f Ira. r,Y , ,a; rim L, ~I >I~,,•.cI1 :1 pern1Br<n' I•:,' in: :vi ,r r..r c,rdr isl-v:~ ;n "u -1-
xgend
1..
♦ r;rrcln'tar~: =li~. Iii=;',',
• VII Rcr.cilr I1 1! 1 '!~l (t
I op of A 4" pvv pipe
U Body";
z 130% I0,.cricn-,
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39, 53 - -
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2.44 Acres _
106,306 sq. ft 1
ag LBO = 926.0
C.B.A. = 2.0 AC. - S89052'09' W 458.00'
JNT
DRAINAGE EASEMEHWL 920.0 2.77 Acres CY
120,813 sq. ft
LBO = 926.0 C.B.A- = 1.7 AC. 0 0
W
5Y('7
y 0
380.70' 380Oa
- EDNA DRIVE
23.59' ~
FA 90.65 -291.31' 62.3T
O Z
It O 3.52 Acres
dD 153,389 sq, ft CD
C.B.A. 3.4AC. N
Acres W
4 sq. ft 923.5 O
= 2.0 AC. O
0
301.05,
I i
1
- 2rO
16 589.44' 288.39,
99,071 sq. it
C.B.A. = 2.1 AC.
17='
m ~ 6 'i
-A I o
/SCOns n SOIL EVALUATION REPORT tt235
~v
n arc: rdarr- %if•'~crrn-e:= 'JJ1f. P,dri :r~'^~^ Pagz 1 of 3
6e~2rtrlen' of C;nn-n~n•en
DId for cf Salty arc G.I ldings Sleel's 501 Szrdioe
;,CUI`Pi
gxach rorlrlete ;i;, clar on caper rot less thar fi'•; x 11 inches r sze. Plan rl,isl qt C•mx
L ua. but n0 I'll fOd'O ':d Cal and h r zo L'a' Inh l Ill, oint G11 ireetioa and
percent slope sole cr d I- ersurl, r o It - u ^n. ani Io,aho'I nnn -Islance I ; rparesf •oad
- - 'Fending I
Please print all information. Rev e • e / _ j
Perz~nal rfnrma•icr .,r,. r•, •i. m.', he u:F .'r se.<c-da;~ _a, s. 7`Pf :l)imil L ~ - C`G .I. -ice ~•?ff
Properly Un•ne• ENED
pert: l o:;ab:r
Kerioa na S4:'1;4. N 114. S10. T29K, R 19:^d
8261
Bast y '-were, s t„tafing Andress JUN 2 ] ~~I, , . a •0 Olock Subd (tame or i;5blr
4CC S. Secord SL 1 l U na Hopkins Prairie 1St Addition
City State -r odeP,ngp~~lufc6~dT' City 'J'.lage Ti Nearest Road
H11dsor• C4 'n
- f'cdson Scott Rd
Ni Cprsl•uction Use: P s'fertiel ~ Ni inner nt nedrnarrs 4 _ Code derived design 11 v'ast' ;30 yP.) 1
Rc laozmenl > i.rr :/C
p Public rr rnmrleria - [ies .nhe nil ~ e Y
u / r R^ d pl etca lion. f applicable na Il
Parent matenat out•,:~2sh rn4 kn.k•~ r OY Pit 0~1~a.. /G
Cleo Ial cemu an!s cor versional system, syste t elev2 ion 96 30It -reaches spaced and dept to cede 4 00ft below grade x %tir
and ocomn`endal ions: = • I ; <
r I r i,'IY" t, _'Y r> 1 f3 L - 411- i
<<< ,~-1 y115 1~j21 Q uzc'~ rt~I,< <r ={ze ~ K3't c rcJ
.3^nn'd Boring
Pi: Gra-Ind Surface elev. 100.30 Cooth to I rrr rn'actor .20 in. SOil Applicahon ,ate
11a' Jon 1'i Ucminant Cnlo• tedcx Cescnot-r Texture Sln,r.'.ne Cnnsistonce Boundary R:;::IS G=CRP
in vursell CL. S<. Cool.: clo• ;;r. Sz Sh '1141 -Eff-,
I C-13 IOyr3;') none sit NMI* Intl Ivf .6 .8
2 13 27 10y74;4 none Sid 2msbk mfr cs ra .4 .6
3 ! 2/-12C ;.Syr4;5 none cos osg mi ni. na .7 1.6
9~r 3 - it
l ~L}
g
1
J 11 r k ~121
Fil p,l iir~:ur.: xm'a::e e w: 100. 30 it Cepth to un 6dg factor 120 r _..lSri Apnli;.atrnn Rzle
F-OnJ:a' Cepfi Dnr`.inarf Col nr Reanx -)escriphnl Texture Sfltldl.le Consisleoce Bournary Nnnts
in. Munsell (,.r. Sr Cent col, Gr Sz. 5h vs' 'EI'°i
0-12 f0yr312 none sil 2msbk mfr c5 IYt 6 .8
2 1_2 39 1(DyA/4 110110 sid )msbk mfr i 11a .4 .6
3 39-120 7.5yr416 none cos osg ml ra 112 .7 1.6
G l
14
ffl.r_nl 4' = DOD 30 22- ng:L and -S2:-30 150 mgi_ ' F9L.en1 42 = GCC < 30 r g l- arr. I SS 30 n'qr'~
' rte i lease I"nitS gnah • CST N,rrber
David J. Steel 248950
yr ss St.rls Sot ServicC -1.~r ,~I L~[rJr cr^_urled TLlephcne Kunhe'
1? .'4"st St t. 'hflaPrroif :::1r ff!11.>OGi' 1=7(,C'J)347'
::rn::ery:iv:rer Etast,Ccr^or I'a'reI'irf Pendln, Fage 2 rf 3
0 3cr rod Boling
Pit Ground srface elev 99.90 it. Declh to I n•iung factor 120r Snit Apclicaucr Rate
I Horvon Cep!,) Cornl•ranl Color hedox Descn-tion Texture Structure Ccnsistence Boundary Roots GECIV
I in. I•rt. I Or Sz Con! Color G' Sz. Sh 'Fffz' '04?
1 0-12 10yr3;2 no'ie sit 21nsLk lift CS 1vf _ .3
2 12 30 l0yr-A note Sint 21mUk -lift Cs n11 A .iS
3 39-12C 7.5yre; 5 none cos osg nil na r'a J 1.5
7
i
g-7
Erring
F-1 39f f ^ F
Fr Ura.rct s.r`.ace eirv II to I n-air,q facto,
in Soil Acptcat on Ra'e
Horv::r liept'r I;rin'Inarl Coln H=cox-)esrriutio-r Te i,m 3fr.rch.r= ,;::r s slenoe boundary Roots GFfiflt'
in. Manse I Ou. Sz Cont. Co or Gr. Sz. 5'1 . •I rfar •eis
Boring 4
. 3Ci ppi ahOn Rate
In
F-I d
.infIzon DOetf Dri ran: Co rr Itdx Citscripticr Tc: i e 5 r.r lie .o rsnlence C+oundan' Rrrts rl
ir fhxs-l C.I. o/ ..::nl C°lo' Sz 'I'. r . T.'lu^
I L
1ffiu0rt pt = bOD,-- 30 220 ma+L and TSS -3C '50 nlg;L ' FNWen! #2 = tsCiL 30 mgrL encf'SS rrgr_
Ihi. Derartexnt oI f owrrwrc:: it an .,quid onror irily .en ue rrnc ider:rnd emplmci. 11 %on niid sda.:n' e I., access sore iciz o.
recd iraterial in an all, rn.iw I'n-lvw pf.n: corlacl 1110 l1garlment It LUS 2r.6-:I? I or I I S NIS 264-R-77,
Znn-y:`.,rt n sree's Sol SeNlle
STFIFUS SOIL SFRVICF
Q r'nn li.:~'.
~.-!'~1':'•'IS\I ~t4 r'.IA i:I'I,tiin.1IoN.1:_'`!':~: A..,.•, Pi,lrnold.`,VI54Cl; j
t:' 'MA I owl ill I!Iilr:nll. A ('.,ry ~1r~ _I ' 1 5-Ili! (1 47
I}o~kcls I' tIC i>t Addarln I n' I y 71 10-0'18
i ~ : rn i i,~r as a•'i!b.ic'cd' tl rr;. tu;~.m-cnrrll. ri.r. cr ii r. ~ b: r.ci~.;d , Inr coat ❑~e. !
b : •11 r t ~I I:•. 'T111% of n't:q i ,t 1v 8: as pcrnxirnt Im lire. U;'r nut c~trhlis`ittl zt d•.e - -
egend
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• = ~VIt'Ser:!mld(I; F.i 99.9(1 lii
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106,306 sq. ft
p LBO = 926 S89°52'09'W 458.00'
C.B.A. = 2.0 A AC.
~ O1
DRAINAGE EASEMENT
a 1~/ -~HWL=920. m Q
2.77 Acres N
~j 120,813 sq. ft
V LBO = 926.0 ?c( t00
C.B.A. = 1.7 AC. o O ro
Nd N W
O
d - - - 580.77Y - - - - - - - -5809 14
L
EDNA DRIVE
-
nn O
~e ac ri oar Z
-290.65 - - 291.3]
23.59'
0 -S8
o)
Y -
3.52 Acres
O _ N ap 153,389 sq. ft
cc N
17 of
C.B.A. = 3.4 AC.
2 2.53 Acres W
- - - 110,234 sq. ft Cl) IA
LBO = 923.5 O
C.B.A. = 2.0 AC.. - - - "
0
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589.44' 288.38 `~6
ro 16
.
99,071 sq. ft ,
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