HomeMy WebLinkAbout040-1292-40-000 ` t
Wisconsin Department of Commerce SOIL EVALUATION REPORT Pape J__of 3
Division of Safety and Buildings
In accordance with Comm 85,Wis. Adm. Code
t;,cwnty S'-,CROI
Attach complete site plan on paper not less than a 1/2 x 11 inches In size.Plan must
Include,but not limited to:verecal and horizontal reference point(W,direction and Parcel I.D.
percent elope,scale or dimensions.north arrow,and location and distance to nearest road. DUO- I Z 9 Z-4/0-000
Please print all information. viewed onto
Personst information you provide msy Ds uasd for asoondery purpmn(Privsey Low.t.15.04(1)(m)). u67
Property Owier Property Location SF_' 4 0 -r HE `rr 'A/ okMv
Cb>JTI n}t✓A1TA L 1E11>✓LOPMEN7 COR.P` A)_F_ 1/4 SC 1/4 S 204 T 2 4 N R 2p tvd W
Property O~s Melling Address Lot# Block# Subd.Name or CSI#
IIQO0Af3� M-EA ST. N`C . 5ttt-re /0p 14 -MD V1LLf� — 'FIF`i�A -ADDN\
city State a Phone Number ❑City ❑Vlilage Town Nearest Road
LAI 5441 (7b� 7- L-WDSAV T1.O�D
ZNew Constluctlon Use Residential/Number of bedrooms Code derived design a rate �n Q� -GPD
❑Replacement ❑ Public or commercial-Deacrlbe:
Z �-
Parent material.^QL9�h iA S Plan dievation if appd Ole A`1_____._ �•
General comments ST.CROIX COUNT
end recommendations: C ON t/E Art r UA*u T re ENC+t�.s ZONING OFFICE
W Wng# Boring
_ S 2 ft. Depth to limiting factor_�In.
SoU Application Rate
19 Pit Ground surface elev.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/ff
1n. Munseli Ou.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2
St -rn 01Z 01
2 7-15 ''r'
3 13-i 0\1 s rr--t- I d 0�L/ 0.6
On 4,Z
4k���z.or1 3.1�A S Sp►'nE POG �'1'S 10 R 3 S,
L J Boft# El BOf G}
W Pit Ground surface elev. ft. Depth to limiting fads_�!_In, Soil ilcetion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/lf
in. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2
I
0-5 L -L 0.b IS Iv Or 0.
L ,23 10 N04 51 r��-L L Z 0.3
3 23' �f tZ3 1 4 10VV26 t 5 r4v- 0, 2- d�
2s-3 1",3 t7.4 D to
5 3.3 0 1 O Y R 31 to .S rr\ C5 0,_7 1,2-
p-7 0vPol — CIS — — 0,-7 1, Z
,OtZ!2l)rJ ►� y Son.r� tx 5 p� 1 923 b 5' DiZ�w flute T s� t�R� D,>
•Effluent tit R BOD >30:!220 rng/t.and TSS>30!150 mg/L 'Effluent#2=BOO,_<30 mg/L end TSS^30 rrVL
CST Name Meese Pal gnature� CST Number
ZO H u_ sTF ZZ 832
Address Date Evaluation Conducted Telephone Number
t,J9875 bge'A9P-, RIDE FAU.S WT 59022 Oq-03- 2- 7715 yzb-1't7S
1
Properly Owner CO►Y1 IMT=wT�L U�c?1�t Peroel ID M 0-fZ4 Z—50— Pape �f
Boring Ground surface slay._l(gf'a,� it, Depth to IlmiEnp facia_ In. gpu caion Rrte
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff
In. Munsatl Cu.SL Corti Color Gr,Sz.Sh. •E"'I I •EfW
ds ab 3v�=f S 0
;I Z Ct— 2-
i
3 2'7-31 104P,414 un 9, 0,j Vtq I t tsb 1v{- 0 Z- 0,3
rv1
t
1
Boring Al ❑ Boring
!
E l ❑ Pit Ground surface stay. _ ft. Depth to limiting factor I^ Solt Iutlon Rate
l Horizon Depth Dominant Color Redox Description Texture Structure Consletence Boundary Roots GPDRP
in. Munsell Qu.Sz. coat.Color Gr.St.Sh. •£RM1 'EtfM1
❑ Boring❑
Boring>r ❑ pit Ground surface slay, __^�it. Depth to BmINn9 fattor In.
Application.Rate
Htxlzon Depth Oominant Color Redox Description Texture Structure Conebtenw Boundary Roots GP
In. Munsell Qu.SL Cont.Cola Gr.Sz.Sh, 'ERAt 'Etfttr2
•ERiuenl Xi =BOD, 3o:!220 rrgk and TSS 3,30 1150"V& 'Effluent 92 BODE 5 30 mp1L and TSS 5 30 mgrl
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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=onsin Department of Industry, SOIL AND SITE EVALUATION EPOR.T Page I of 3
Labor and Human Relations
Dreioion of Safety&Buildings in accord with ILHR 83.05,Wig:A1dm'Code
f CO
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must inclt)de;but'-
not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL ID.# Pip 1^16
dimensioned,north arrow,and location and distance to nearest road. N
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION EVIEWEP BY _ DATE
J F
PROPERTY OWNER:
P RO P ERTYGbQC7J OA[r i 4:t
CD U`R N T�� n wl (?Zyxp, - -Es N 1/4 S W 1ld, 4 T Z$ ,N,R ZA E( W
PROPERTY OWNER':S MAILING ADDRESS.
T#��. BLOCK# gU D. E OR CSM�
VLL-krG.
CITY,STATE ZIP CODE PHONE NUMBER ITY nVILLAGE RrOWN INEARESTROAD
B L tYi fU ,1'1 N S S 43y ( ) TQ-0`l L l fw S 11�( \Z U1PrD
[y j New Construction Use Residential/Number of bedrooms L4 [ ] AddibQn to existing building
( ] Replacement ( ] Public or commercial describe
Code derived dairy flow b uy gpd Recommended design loading rate - bed,gpd/ft2 'b Ve ch,gp ft
Absorption area required %ZLN0 bed,ft2 loon trench,ft2 Maximum design loading rate bed,gpd/ft2 '° trench,gpd/ft2
Recommended infiltration surface elevations)bot O-o(aNT* ` VJ-&1 eyttft (as referred to site plan benchmark)
Additional design/site considerations S N' -M l ry ST -LLL'YZ 0;,j -1-Ifte t?-- 3
Parent material LL-�Z%s o u%`R GU\-c4 M_ pup,,/"N I Flood plain elevation,if applicable M.A. ft
rsu=Suitable for system CONVENTIONAL MOUND IN•GROUND PRESSURE AT-GRADE SYSTEM IN FlLL HOLDING TANK
=Unsuitable fors stem ®S 0 U ®S ❑U 7[RS U IRS E3 U 21 S ❑U [IS CR U
SOIL DESCRIPTION REPORT
nn # Horizon Depth Dominant Color I Mottles I I Structure GPD/ft
in. Munsell Cu.Sz.Cont Color Texture Gr.Sz.Sh. Consistence Boundary Roots
Bed rerxh
. zmll Z ti zS l�`1R 31 b -
s
Ground 3 ZS—bo ipK2 V/6 `FSI 1wt Sb12 h1fi. �� _ -�( •S
elev.
is°t b ft. 4' b�-°s� .1•S`i R 31
Depth to S cYD-lid -S`12 V/
limiting
factor
Remarks:
#
� 0 8 l b`'1 rz � [i - s) I l w► gb1z �� cg _ ,z ;.3
le } z �_�$ luylZZ�/Z - s•lI l �Vk �h �S
Ground
3 1$-\l2 7•S`tR31V - SdGH O S9
elev.
t1Z-8ft
Depth to
limiting
factor
Remarks:
CST Name:—Please Print Phone:
Arthur L. We erer 715-425-0165
egerer Soil Testing & Design Service-P.O. Box 74 River .Falls,WI. 54022 *• .
Signature:
[ 3Z Date: tZ - t'' g9 CST Numbe22025[F
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PROPERTY OWNER Ct)K QQXA V— bq,lr• SOIL DESCRIPTION REPORT
Page Z of 3
PARCEL I.D.# fit*jub)/v C�
# Horizon Depth Dominant Color Mottles Texture Structure GPD/ft
in. Munsell Gr. Sz. Sh. Consistence Roots
Qu.Sz.Cont.Color Y
Bed ITrench
r } C p 7I St I twLalblz h cS _ • Z -3
Z 11-48 10 `'l IZ 3 L(� — s j 1 Z rr► S bh lvtfv
Ground 3 -�lO S `1 R 31 — S G►- p Sg y„
elev.
ft.
Depth to
limiting
factor
t36
T1
Remarks:
nng #
3 LZ
r
s i 1 Z �sbhfh 0-S •s ,b
<; ?'
« ZQ, `t�2 31 E — S ! "Z wl Sb�'C v►1 Fh eS ' s .2
3 `1 y Q
Z$-Si; -►• -t2 3 Ss I 1 °LSb12 m v fiti- "`w •Z •3
Ground
elev. s$-67 �.S u11Z y! s 1 cS��►Z w` "u�1 log , z -3
Depth to S 6�_1S8 R VA S o 49 *I I �1
limiting
factor
>1S8'
l
g Remarks:
#
\
S .b
>_ S 2y16 •U S
3 41? Li R. I/ S cisg rn I •
Ground —
elev.
Rollg ft.
Depth to I .
limiting
factor
�Z6L EE
I•
Remarks:
3oring #
::t.•>,x:"<:.:•`• 1.�V�-g , ter t-U rmw G \ O1= U. L I r Me com.,-4 N'm-� 1Jut�!- 1D S 13
around
;lev.
ft.
)epth to
j imiling
actor
Remarks:_
PLOT PLAN Page 3 of 3
SCALE 1 "= SO '
or
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9 ( 715 ) 425-0-165
CST Signature Date Signed Telephone No. C