HomeMy WebLinkAbout034-1014-30-050 Parcel #: 034-1014-30-050 04/01/2008 08:07 AM
PAGE 1 OF 1
Alt. Parcel#: 07.29.15.99A-10 034-TOWN OF SPRINGFIELD
Current X ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
02/17/2005 00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
O-JACOBSON, STEVEN A&LAURA A
STEVEN A&LAURA A JACOBSON
846 BADLANDS RD
HUDSON WI 54016
Districts: SC= School SP=Special Property Address(es): '=Primary
Type Dist# Description *2765 110TH AVE
SC 2198 GLENWOOD CITY -
SP 1700 WITC "? � 7
Legal Description: Acres: 0.000 Plat: N/A-NOT AVAILABLE
SEC 7 T29N R15 PT SW NE EXC MEADOW Block/Condo Bldg:
WOODLANDS ('05)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
07-29N-15W SW NE
Notes: Parcel History:
Date Doc# Vol/Page Type
02/27/2006 819301 EZ-U
02/27/2006
03/03/2005 788770 2759/002 AFF
02/17/2005 787731 2751/621 WD
more...
2008 SUMMARY Bill M Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 06/15/2007
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 35.510 6,250 0 6,250 NO
AGRICULTURAL FOREST G5M 4.000 7,000 0 7,000 NO
Totals for 2008:
General Property 39.510 13,250 0 13,250
Woodland 0.000 0 0
Totals for 2007:
General Property 39.510 13,250 0 13,250
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch#:
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
• Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3
Division of Safety and Buiktings
in accordance with Comm 85,Wis. Adm. Code
"hr St.Croix
Attach complete site plan on paper not less than 81/2 x 11 in rt(SB in �tk g
include,but not limited to:vertical and horizontal reference po Mrend 1° �percent slope,scale or dimensions,north arrow,and location istance to nearest road. 3 ��/ i
Please print all informadon.f „ ' R awed by Date
Personal information you provide maybe used!or secondary pure (PrivacyLaw.s.15-04(1)(m))- • �t 0
Property Owner Property location
Kurt and Elizabeth Christensen Govt.Lot -SW'° 4 NE 4 S 7 T 29 N R 15 E(or)W
Property Owner's Mailing Address 6t#' Block# Subd.Name CSKV �
855 Benoy Dr 6 fistens=116-/-A
City State Zip Code Phone Number E]Vllage ■ Town Near 7
Hudson WI 54016 ( 75-386-6340 233rd Street at'
New Construction UseE] Residential/Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD ST
0 Replacement Public or commercial-Describe:
Parent material Flood Plain elevation if applicable �y�I �—ft.
General comments / _ south 40 `\l 'Oi"" G(.� ezo
and recommendations $ u/Gtttt?e
YYr.!!t�-eK s'te suitable for a mound
[:1 Boring w# 0 Ong
Q Pit Ground surface elev. 100.76 ft. Depth to limiting factor 23 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
1 0-11 10yr4/3 Is imsbk mfr cw 2f .7 1.2
2 11-23 - is imsbk mfr cw if ,7 1.2
3 23-40 7.5 5/6 fld5yr5/8 1s lfsbk mfr cw - .4 .6
40-52 7.5 /4 fld5y6/8 A Om ml - - .3 .5
F2 Boring# Boring 101.02 27
El Pit Ground surface elev. ft. Depth to limiting factor in.
Soil AptAcation 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
1 0-9 10yr4/3 sil 2msbk mfr cw 2f .5 .8
2 9-14 1 4/4 sil 2fsbk mfr cw if .5 .8
3, 14-27 7.5yr4/4 cs lmsbk mfr cw - .7 1.6
4 2741 7.5yr4/6 fld5yr5/8 Ifs lfsbk m$ - - .4 .6
Effluent#1=BOD >30:5 220 mg/L and TSS>30<150 mg/L 'Effluen <30 mg&and TSS<30 mg/L
CST Name(Please Print) Signature `^ CST Number
Thomas C Nelson 227387
Address Date Evaluation Conducted Teiephone Number
1432 120th Street,New Richmond,Wl 5/28/03 715-246-2454
e '
Property Owner christenseneg4w Parcel ID# Page 2 of 3
3 Borin # Boring
g it Ground surface elev. 102.92 ft Depth to limiting factor >46 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
1 0-10 10yr4/3 - A 2msbk mfr cw 2f .5 .8
2 10-21 10 4/4 - sil 2fsbk mfr cw if 1 .4 .6
3 21-28 10yr3/6 - sl lfsbk mfr cw - •4 .6
4 28-46 10yr4/6 - IS lfsbk mfr - - .4 .6
ft.
De--,,-- /
Le
n Rate
�ocription Texture
__._.. nt.Color =ff#2
dSf'�')
Aph-
�.� .. . /
e ( ( GI Soil Application Rate
Horizon Depth 1� i/�Q its GPDff
in. `C / ` C^' — 'Eff#1 •Eff#2
a �
2-COS
Efllue >/44-4 5S<30 mgA-
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 608-266-3131 or TTY 608-264-8777.
SM-8330Tem(RA7/00)
F Environmental B y Design
www.environmentalbydesign.com
715-245-2454
od KURT a ELIZABETH CHB.ISTEWNEF
SWI/4, REI/4, SECTIOF 7, T29W, RISW
LOT6
ar,
/500
r
I
op 4C
I
fo`L
I no
SCALE 1"=40'
BMI TOY OF IROW RIPE 100,
BM2 TOY OF IROW PIPE 103.27
BI 100.76
B2 101.02
B3 102.92
Thomas Nelson 227387
r acK G15
~ Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3
Division of Safety and Buildings
in accordance with Comm 85,Wis. Adm. Code
founty St.Croix
Attach complete site plan on paper not less than 8112 x 111 Ches i!�i I_ g
include,but not limited to:vertical and horizontal reference int(BMY
percent slope,scale or dimensions,north arrow,and locatlo and distance to nearest road. O Q 3 —�Q/ D
Please print all informationL .a, 4 Z�� i e ' ed by Date
2
Pomona!in&mabon You DmYidemaybeys JfflrsacnndaryDS�rD (PdvecyLavr s-t i.D41�?Lm??- /
Property Owner pew ion q Q E
Kurt and Elizabeth Christensen Vu 4 NE 1/4 S 7 29 N R 15
E W
Property Owner's Mailing Address t# Block# LSu!.N ame CSM#
855 Beno Dr 7 Ch stensen /
y
City State Zip Code Phone Number �ViIlage ■ own Nearest 7 f'
Hudson W1 1 54016 ( 7)5-386-634fl 233rd Street - i4
SpfiAgfiGld E] New Construction UseE] Residential/Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 Gpp S✓
11 Replacement Public or commercial-Describe:
Parent material F if appli le A _ ft.
General comments south 40 yTi7iC4�
and reoommendetions:
(a'e- site suitable for a moue
d
dam; 7 f out
Boring . fit_
ai�# Q pit Ground surface elev. 100.25 ft. Depth to limiting factor 32 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
1 0-12 10yr3/3 - sil lmsbk mfr ew 2f .5 .8
2 12-18 1 4/4 sil lmsbk mfr cw if .5 .8
3 s lmsbk mfr cw - .7 1.2
4 2-36 5yr4/4 fld5yr5/8 scl Om ml _ - .0 .0
-T
2 Boring# Boring 102.55 27
El Pit Ground surface elev._ ft. Depth to limiting factor in.
Eilplication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfF
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. I `Eff#1 `5#2
1 0-7 10yr4/3 sil 2msbk mfr cw 2f .5 .8
2 7-17 1 4/4 sil 2msbk mfr cw if .5 .8
3 17-22 7.5 5/6 Ifs lfsbk mfr cw - .4 .6
4 22-50 7,5yr5/6 fld5yr5/8 lvfs Og mvfr ew - .4 .6
5 50-52 7.5yr5/6 m2p5yr5/8 scl Om mfi - - .0 .0
Effluent#1=BOD >30:5 220 mg/L and TSS>30:5 150 mg/L `Effluent#2-=BO _<30 mg/L and TSS<30 mgA-
CST Name(Please Print) Signature CST Number
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street,New Richmond,W1 5/28/03 715-246-2454
Property Owner christenseneg4w Parcel ID# Page 2 of 3
Boring
a Boring# El pit Ground surface elev. 101.15 ft Depth to limiting factor '46 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDflf
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
1 0-11 10yr3/3 - sil 2msbk mfr cw 2f .5 .8
2 11-28 1 4/6 - sl lfsbk mfr cw If .4 .6
3 28-41 10yr4/6 - is lfsbk mvfr cw - .7 1.2
4] Boring# Boring 100.95 29
P Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Coior Redox Description Texture Structure Consistence Boundary Roots GPDdf
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
1 0-11 10yr3/3 - sil 2msbk mfr cw 2f .5 .8
2 11-22 sil 2msbk mfr I cw if 1 .5 .8
3 22-29 4/6 - Ifs lfsbk mvfr cw - .4 .6
4 29-36 7.5yr4/6 fld5yr5/8 Ifs lfsbk mvfr - - .4 .6
Boring
Boring# Ground surface elev. ft. Depth to limiting factor in.
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. 'Ef1#1 'Eff#2
�I
'
Effluent#1=BODS>30<220 mg1L and TSS>30<150 mglL 'Effluent#2=BODS<30 mg/L and TSS<30 mg/-
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-8330rea(R.O7100)
pop
a
Environmental
B Y Design
n.com
www.environmentalb desi
Y q
715-246-2454
KURT a ELIZ.A METH CHRINWEWNEW
Nod awl/4, WEI/41 x19CTI0W 7, T29w, BI5W
ZOT?
d, —70 ✓
N �00
r
SCALE 1"=40'
BIII TOr OF IHOR PIPE 100'
BM2 TOP OF ISOF PIPE 100.93 � `-
BI 100.29
IB3 101.15
B2 102.33
B4 100.95
Thomas Nelson 227387
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or
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BALDWIN PAGE 40
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