HomeMy WebLinkAbout002-1009-50-000 (3)IkV
2167
Wisconsin Department of Commerce t���OIL EVALUATION REPORT Page 1 of -t
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations
County
Attach complete site plan on paper not less than 8% x 11 inches in si ja " St. Croix
include, but not limited to: vertical and horizontal reference point (BM , i n a - -
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
From 002-1009-50-000
Please print all information. J U L 0 2 2 T- 3 Revd By Date _
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (rr))
Property Owner PLANNING a Rcap&*j?n
Thomas M. & Melody A. Kanten Govt. Lot SE 1/4 NE M S 5 T 29 N R 16 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1187 220th Street 4 CProposed CSMJ'
City State Zip Code Phone Number City Village ✓ Town Nearest Road
Baldwin WI 54002 (715) 684-2613 Baldwin 220Th Street
✓ New Construction
Use: ✓ Residential / Number of bedrooms
3
Code derived design flow rate
450
GPD
Replacement
Public or commercial - Describe:
Parent material Glacial Till
_
- ---
Flood lain elevation, if applicable
p pP
Na
General comments
and recommendations: Site suitale for mound with 18" of ASTM-C 33 sand placed on 98.00' contour. System elevation to be
99.50'. See Memo page.
Boring # I Boring
✓ Pit Ground Surface elev. 97.98 ft.
Depth to limiting factor 18 " in
Soil Application Rate
Horizon Depth
in.
Dominant Color
Mansell
Redox Description Texture
Qu, 5z. Cont. Color
Structure
Gr. Sz. 5h.
Consistence Boundary Roots
GPDIft'
'EfF#1 'Eff#2
1 0-4
10yr3/2
none sil
2fsbk
mvfr as 2fmc
0.6
0.8
2 4-18
10yr5/4
none sil
2fsbk
ds aw 2fmc
0.6
0.8
3 18-26
7.5yr4/6
f2f 7.5yr5/8 sl
1 msbk
dsh rev 1 fm
0.4
0.7
4 26-421'
7.5 r4/4
Y
t2rriang. co&ncr. sl
m
cld angy,
Om
dh - lfm
0.2
0.6
Fi-1
Boring #
Boring
�
✓' Pit
Ground Surface elev.
96.75 0.
Depth to limiting factor
21 _ -.
in.
Soil A licatian Rate
pp
Horizon
Depth
Dominant Color
Redox Description
Texture
Structure
Consistence
Boundary
Roots
i GPDt tj
In.
Munsell
Qu. Sz. Cont Color
Gr Sz. Sh.
`Eff#1
`Eff#2
1 0-5
1Oyr3/2
none
sil
2fsbk
mvfr
as
2fmc
0.6
0.8
2
516
1Oyr5/4
none
SO
2fsbk
mvfr
aw
2fmc
0.6
0.8
3
16-21
10yr4/4
none
sl
2msbk
mt
Cw
1fm
0.6
1.0
4
21-28
7.5yr4/6
f2f7.5yr5/8
$l
1msbk
mfi
Cw
1fm
0.4
0.7
5
2841
7.5yr4/4
Qr7.5yr5/8 &
c 1 d mang. concr.
sl
Om
mfi
-
-
0.2
0.6
` Effluent #1 = BOD5> 30 < 220 mg/L a d TSS >30 150 mg/L ` Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sign re: CST Number
James K. Thompson 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 6/19/2009 715-248-7767
Property Owner Thomas M. & Melody A. Kanten _ Parcel ID # From 002-1009-50-000 Page 2 of 4
J B4 Boring # Boring
��JJ ✓ Pit Ground Surface ell 98.00 ft. Depth to limiting factor 21" in.
..— Sail Application Rate
Horizon Depth
in
Dominant Color
rrlunsell
Redox Description
Qu. Sz. Cont. Collor
I Texture
Structure
Gr, Sz. Sh.
Consistence
Boundary
Roots
0PDW
`Ef1#1
'Eff#2
1 0-5 1Oyr3/2
2 5-15 1Oyr5/4
3 15-21 1Oyr4/4
4 21-31 7.5yr4/6
5 31-43 7.5yr4/4
none
none
none
f2f 7.5yr5/8
Id 7.5yr man .c &oncc cld
Sil
sil
sl
sl
sl
2fsbk
2fsbk
-
2msbk
1 msbk
Om
mvfr
mvfr
mfr
mfi
mfi
as
2fmc
0.6
aw 2fmc
0.6+0.8
0.6
0.4
0.2
0.8
i
1.0
0.7
0.6
cw tfm
cw 1fm
-
-
El Boring # Baring
J Pif Ground Surface elev. _ ft. Depth to limiting factor in. Sol Application Rate
Horizon Depth Dominant Color Redox Description
in. Munsell Clu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
I GPDlt2 --
"Eff#1 'Eff#2
i
I 1 Ar�rinn It Boring
Pat Ground Surface elev. _ _ H. Depth to limiting factor in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2
i { i
` Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD5 S.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 (R07YOO) A.C.E. Sail & Site Evaluations
■ Sal ¢✓4/uat�cn�, �
_____ u�'�JET�"��Lt�-�Fn���%fa�i4cc�fl�i'�. %a��itt, ,� •,
Er-csh � � c�u-/GTi9-S� -ate
0
I�.�.of. .n �., plyr<e. Li// Lae, /1[5
EtSf
&4-eA.
(y
S, -__--
� yG.sT`
61
E
p � /
` \ 7z
•C33 ,
cy -o /ate 6u oF�ra��tcr.5oc� ; /oEhitc
SOIL AND SITE EVALUATION
PROPERTY OWNER: 1 homas M & NtelodN A. Kamen
PARCEL I.D.# From 002-1009-50-000
REPORT MEMO
2167 Page I/ of -1
A.C.F Soil - Slle 1 %aluatrons
Soil evaluation completed for subdivision creation. Dense tree cover limits ability to explore soil conditions
throughout parcel. Further soil testing after building site is established and cleared may result in more suitable
system area. Soil conditions appear to be uniform throughout immediate area.
A
_Lti
�°o•Z�H1
N
1.--.,,�, � �.'Yr 'mil r.I.--P • -] ��-, .� �. -, ..�. /' . , 1
'2l