HomeMy WebLinkAbout034-1078-60-000 $ PAID
Wisconsin Department of commerce SOIL EVALUATION REPORT Page I of 3
Crivision 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
include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. 034-1078-60-000
percent slope,scale or dimensions,north arrow,and location and distance to nearest road.
Please print all' Om�IL?E,V E D Rev yrea by rrDate
nal-irrr6im n you provide may be used for ndary purposes(Privacy Law,s.15. (1)(m)). / �/ �� kP 7 d
Property Own Pro Location ■
( 1° JUN 0 9 201
cL5 �I James Stauffer Govt. of NW 1/4 SE 1/4 S 34 T 29 N R 15 E❑(or)�W
Property Owner's Mailing Address ST.CROIX cOUN T Lot# Block# Subd.Name or CSNW
2092 90th Avenue I PLANNING&ZONING 0 FICE /D r
City State Zip Code Phone Number Ocity ❑village own Nearest Road
Baldwin Wi 1 54002 1 ( 715-688-3948 60th Avenue
New Construction UseE) Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
❑Replacement ❑ Public or commercial-Describe: NA
Parent material loesses over outwash over till Flood Plain elevation if applicable MA ft.
General comments Site specific topography has shed localized precipitation to allow a non seasonally saturated a minimum A+3 in
and recommendations: this area.Soil structure in this area is very delicate and exists primarily due to the absence of any traffic activity.
s� Su failure of future treatment cell weighs greatly on the preservation is structure.
This site will require county and state on-site approval before design and permitting.
P-1 Boring# Boring
❑ pit Ground surface elev. 100 ft. Depth to limiting factor 15 in. OA
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
Al 0-4 7.5YR3/2 - FSL 3MGR ML DS 2F .4 .8
A2 4-10 7.5YR3/2 FSL 2FSBK ML AS 2F .4 .8
5„ E3 10-15 7.5YR6/4 - FSL 2MSBK MVFR GS 2F .4 8
E4 15-20 7.5YR5/4 F2F5YR5/8 FSL 2MSBK MVFR GS 1F - -
B5 20-48 7.5YR4/4 C2P5YR5/8,IOYR6/2 FSL 1MSBK MFI AS - - -
P2 Borin ❑ Boring 14
9
# 100
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 *011112
Al 0-4 7.5YR3/2 - FSL 3MGR ML DS 2F .4 .8
A2 4-10 7.5YR3/2 FSL 2FSBK ML AS 2F .4 .8
r, E3 10-14 7.5YR6/4 FSL 2MSBK MVFR GS 2F .4 .8
} 14-23 7,5YR:5/4 F2F5YR5/8 FSL 2MSBK MVFR GS IF
B5 23-45 7.5YR5/4 C2P5YR5/8,10YR6/2 FSL 1MSBK MFI AS
*Effluent#1=BOD >30<220 mg/L and TSS>30<150 mg/Lc.. ~..Fflluept#2- D mg&and TSS<30 mg/L
CST Name(Please Print) Signature% l CST Number
LEWIS C WORK \ 253976
Avidness ate Evaluation Conducted1v Telephone Number
E7818 COUNTY ROAD E MENOMONIE,WI 54751 3-3-2010 715-231-7375
1
Pro perty Owner JAMES STAUFFER Parcel ID# 034-1078-60-000 Page 2 of 3
P3 0 Boring# Boring
Pit Ground surface elev. 98 ft. Depth to limiting factor 16
FT in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/if:
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. `Eff#1 "Eff#2
e L Al 0-4 7.5YR3/2 - FSL 3MGR ML GS 2F .4 .8
�1 4-13 7 5YR3/2 - FSL 2FSBK MVFR I AS 2F .4 .8
B3 13-16 7.5YR6/4 - FSL 2MSBK MVFR GS 2F .4 .8
E4 16-25 7.5YR5/4 F2F5YR5/8 FSL 2MSBK MVFR GS IF - -
B5 36-48 7.5YR5/4 C2P5YR5/8,10YR6/2 FSL 1MSBK MFI AS - - -
F-1 Boring# Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. `Efr#1 'Eff#2
❑ Boring# Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl?
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. -Eff#1 *Eff#2
Effluent#1 =BODg>30<220 mglL and TSS>30<150 mg/L 'Effluent#2=BODs<30 mg&and TSS<30 mg/L
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SBD•8330Ted(R07M)
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Parcel #: 034-1078-60-000 06/17/2010 02:14 PM
PAGE 1 OF 1
Alt. Parcel M 34.29.15.525 034-TOWN OF SPRINGFIELD
Current )XI ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units
00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
I O-MITTLESTADT, SHIRLEY&CAROL
SHIRLEY&CAROL MITTLESTADT`� C-BRUNKOW L&P&SMASAL M
BRUNKOW L&P&SMASAL M
1409 3RD AVE I
NEWPORT WI 55055
Districts: SC=School SP=Special Property Address(es): "=Primary
Type Dist# Description
SC 5586 SPRING VALLEY
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 40.000 Plat: N/A-NOT AVAILABLE
SEC 34 T29N R15W 40A NW SE Block/Condo Bldg:
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
34-29N-15W
Notes: Parcel History:
Date Doc# Vol/Page Type
09/15/2003 740049 2409/569 PR
09/15/2003 740048 2409/567 TI
I
2010 SUMMARY Bill M Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 08/31/2009
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 12.000 2,200 0 2,200 NO
UNDEVELOPED G5 5.000 6,500 0 6,500 NO
AGRICULTURAL FOREST G5M 23.000 27,600 0 27,600 NO
Totals for 2010:
General Property 40.000 36,300 0 36,300
Woodland 0.000 0 0
Totals for 2009:
General Property 40.000 36,300 0 36,300
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch M
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00