HomeMy WebLinkAbout038-1215-50-000 7- U t
+ Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 —of 3 O
Division of Safety and Buildings
in accordance with Comm 85,Wis. Adm. Code
County St. Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must n
include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. fJ
percent slope,scale or dimensions,north arrow,and location and distance to nearest road.
Please print all information. Re ewed by Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). kki"3
Property Owner Property Location !!!!
Govt.Lot SE 1/4 SW 1/4 S 11 T 31 N R jg #(or)W
Property Owner's Mailing A dress lot#_T_Block_#j Subd.Name or CSM#
573 Cty- 25
City State Zip Code Phone Number
El ❑Village Z)Town Nearest Road
Hudson, Wi. 54016 1 ( 715)381-5405 Star Prairie
New Construction Use:Q Residential/Number of bedrooms 4 Code derived design flow rate 6 0 ` ' PD
❑Replacement ❑ Public or commercial-Describe:
Parent material out-wash Flood Plain elevation if applicable na
General comments Cn
and recommendations: A ,.
tae
trenches @ e1. 95.40 1 20"
Boring
Boring# ® Pit Ground surface elev. 99.50 ft. Depth to limiting factor 140 in. Soil Application Rate '
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= �
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. `Eff#1 'Eff#2
bk
2 10- 0 4 4
3 28-14 5 4 4 none rlc;Q M1 n;; na e7 1 .2
F-21 Boring# E] Bonng 98.40® Pit Ground surface elev. ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. r.5 ff#1 'Eff#2
1 0-9 10 4 3 n mfr cs 1 •�
2 9- 1 .8 .V
.7 1 .2
Effluent#1 =BOD >30<220 mg/L and TSS>30<150 mg/L nt#2=BOD <30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signature CST Number
Gary L. Steel 02298
Address Plate Ev 'ation Conducted Telephone Number
1554 200th. Ave. , New Richmond, WI. 54017
6-23-2001 715-246-6200
Property Owner LaCaSSe DeV_ T Parcel ID# Pending Page 2 —of 3
F-3] Boring# ❑ Boring
Pit Ground surface elev. 98.30 ft. Depth to limiting factor 130 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. "Eff#1 •Eff#2
sil 2msbk mfr qW if ,5 .8 .�
2 11-34 10 4/4 none sil 2msbk mfr qw if .5 .8 •/6
7 5 4 4 none Sir Cos 0sq ml na na .7 1 .2 • �
F] Boring# ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
❑ Boring# Boring
Ground surface elev. ft. Depth to limiting factor in.
E] Pit
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 `Eff#2
Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L `Effluent#2=BODS<30 mg/L and TSS<30 mg/L
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.
SBD-8330(8.6/00)
STEEL'S SOIL SERVICE
Gary L. Steel ,
LaCasse Dev. Inc. 1554 200th Ave.
-
CSTM2298 New Richmond, WI 54017
MPRSW-3254 SE'SW4 S11-T31 N-R18w (715) 246-6200
town of Star Prairie
lot #25-River Place
This soil evaluation was conducted to satisfy a zoning requiremnt, it may or may
not be suitable for your use. The location of the test may or may not be as six=
as pezwetnent lot lines were not established at the time the test was conducted.
N
A"=40'
= to of 1" pvc piep @ el. 100_04'
= top of 1" pvc pipe ,@ el. 96 0'
iw►l' ; ZO
sus �o
G�^�l
Gary L. Steel
6-23-2001
844.89 a�Ne V `_
322.6& �
2
• • 56•°2 ^ `� CC�_AIY]A_�GYI�'101�_94A • `A
LOT 13 I 07 I - -
®
1.648 ACES
87,432 so FT ; I z I LOT 22
i I 1.614 ACRES
1�y 86.942 SO FT b
i
828.79'
S",
623
- 1.6705 ACRES II I •� ')l�
70,328 So FT II p C6 LOT 23
AREA TO MEANDER LINE J� i
II !
1.639
719 SOFT
i I I I
619.89' I I I MEANDER LINE (Al
NUMBER•2'
LOT i 1 '4
•• / I ST� '1i
1.6377 ACRES l l 1 I C m
® ftsao so FT �° LOT.24 I I o
AREA TO MEANDER LINE
1.812 ACRES
/ 78,926 60 FT j m
• / i 1
257.46' I ®
Ln---------------
LT 2a
LOT 10 . W i : AREA TO MEAN ER LINE 1
1.644 ACRES 2.038 ACRES
67.271 80 FT 88,781 SO FT i
2 FLOOD F�LAIN UMITS
/�II1
272.6&
/ LOT 26
1 / ; AREA TO MEANDER LINE
OT 9 2.184 ACRES
6 ACRES � / 93, 80 FT
16 80 FT
44P
Q'
LOT 27
AREAdO MEANDER LINE ,
/ 1.811 ACRES /
78,908 80 FT
41 1
i
co *ojjD
' LOT 28
N AREA TO MEANDER LINE N '
2.190 ACRES
S I
7 p 98,412 80 FT 1 C
`` d VA
' ® MENDER LINE p �I
I
� I
882 0
P NUMBER•2'
—————————————— ———————————————
�� ° °NS9°23'1a'E 404.22' arm
H.W.I.- 927.150 LOT 29 �,�Q'
m n1 ;