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Parcel #: 012-1021-10-000 04/04/2007 04:55 PM
PAGE 1 OF 1
Alt. Parcel#: 07.30.17.108A 012-TOWN OF ERIN PRAIRIE
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
WAYNE M &LINDA J NYGREN O- NYGREN,WAYNE M&LINDA J
1586 160TH AVE
NEW RICHMOND WI 54017
Districts: SC=School SP=Special Property Address(es): *=Primary
Type Dist# Description * 1586 160TH AVE
SC 3962 NEW RICHMOND
SP 8020 UPPER WILLOW REHAB DIST
SP 1700 WITC
Legal Description: Acres: 32.880 Plat: N/A-NOT AVAILABLE
SEC 07 T30N R17W FRL SE SE EXC Block/Condo Bldg:
P108B(012-1021-11)(ADD-L HIST 807/390)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
07-30N-17W
Notes: Parcel History:
Date Doc# Vol/Page Type
07/23/1997 1228/555
07/23/1997 1123/286 WD
07/23/1997 1114/569 WD
07/23/1997 1114/567 WD
2007 SUMMARY Bill#: Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 11/07/2005
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 5.000 53,000 300,400 353,400 NO
AGRICULTURAL G4 27.880 3,300 0 3,300 NO
Totals for 2007:
General Property 32.880 56,300 300,400 356,700
Woodland 0.000 0 0
Totals for 2006:
General Property 32.880 56,300 300,400 356,700
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch#: 313
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
Labor and Department ti Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
' Labor and Human Relations
Diyi-sioriof Safety&Buildings in accord with ILHR 83.05, Wis.Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,but St. Croix
not limited to vertical and horizontal reference poi and%of slope,scale or PARCEL I.D.#
dimensioned, north arrow,and location and di t n r 2-1021-00
APPLICANT INFORMATION-PLEAS ALL I FO !N R 11!E D DATE
PROPERTY OWNER: PROPERTY LOCATION
f
—Gary Nei Qp- 1% GOVT.LOT SW 1/4 SE 1/4,S 7 T 30 ___,NR 17 xS(or)W
PROPERTY OWNER':S MA!I_IN AD RESS LOT# BLOCK# SUgD.NAME OR CSM
1593 160th. Ave. na na 38 acres r3(,,
CITY,STATE ZIP C P MBE ❑CITY ❑VILLAGE E[OWN REST RO
New Richmond, WI. 5401 71 46-25 Erin Prarie 160th. Ave.
[4cNew Construction Use Residential/ r t>f " ' 3 [ J Addition to existi building
Replacement [ J Public or commercial describe ' — U
Code derived dairy flow 450 gpd Recommended design loading rate •5 bed,gpd/ft2 •6 trench,gpd/ft #10�
Absorption area required 900 bed,ft2 750 trench,ft2 Maximum design loading rate •7 bed,gpd/ft2 -8 trench,gpdM2
Recommended infiltration surface elevations 99.78-9835
( ) . It (as referred to site plan benchmark)
Additional design/site considerations step down trench system, alt. site 98.35-97.00,
Parent material stream terrace,--- Flood plain el pp le na ft
S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable for system �S 1:1 U laS ❑U SS ❑U t3 S ❑U ❑S to ❑S au
SOIL D SCRIPTION REPO
Boring Horizon Depth Dominant Color Mottles Structure I GPD/ft
9 Texture Consistence Boundary Roots Bed Trenah
in. Munsell Qu.Sz.Coat Color Gr. Sz. Sh.
1 0-16 10yr4/3 none L 2msbk mfr gw if .5 .6
1
2 16-28 10yr4/6 none sil 2msbk mfr gw if .5 .6
Ground 3 28-68 7.5yr4/6 none S Osg ml gw na .7 .8
99e15' ft. 4 68-80 5yr4/4 c2p 7.5yr5/8 sl M NA NA NA
Depth to
limiting
factor
68"
Remarks:
Boring#
1 0-11 10yr4/3 none L 2msbk mfr gW if .5 .6
' 2 2 11-23 10yr4/4 none sil 2msbk mfr
9W if .5 .6
3 23-67 7.5yr4/6 none S Osg ml gw na .7 .8
Ground
elev. 67-75 .7.5yr4/4 none (wet) sl 2mgr mfr na na .5 .6
99.5 ft.
Depth to
limiting
factor
67"
Remarks:
CST Name:—Please Print GAry L. Steel Phone: 715-246-6200
Address: 1554 2010th. ave. , w R4c hmond, WI. 54017
Signature: Date: CST Number:
6-26-95 cstm 02298
PROPERTY OWNER G. Nelson SOIL DESCRIPTION REPORT Pag°2:of .3
PARCEL I.D.! 012-1021-00
Depth Dominant Color Mottles Texture Structure Consistence Bouclary Roots GPD/ft
Boring# Horizon in. Munsell Ou.Sz.Cont Color I Gr. Sz. Sh. Bed iTmrich
`' `"` 1 -11 10yr4/3 none L 2msbk mfr gw if .5 .6
`< 3 l f .5 .6
: v 2 1-25 10yr4/6 none sit 2msbk mfr gw
Ground 3 5-68 7.5yr4/6 none S Osg ml gw na .7 i .8
elev.
101.00;t. 4 8-80 5yr4/4 f2d 7.5yr5/6 sl 2mgr mfr na na .5 .6
Depth to -°
limiting
factor
68"
Remarks:
Boring# 1 -12 10yr4/3 none L 2msbk mfr gw if .5 .6
4 2 2-25 10yr4/4 none sit 2msbk mfr gw if .5 .6
3 5-67 .5yr4/6 none S Osg ml gw na .7 .8
Ground
elev. 4 7-80 5yr4/4 c2p 7.5yr5/8 sl M na na na .3 .4
102.36 ft.
Depth to
limiting
factor
67"
Remarks:
Boring# if .5 ` .6
1 -11 10yr4/3 none L 2msbk mfr gw
1..> 5 ?<> 2 1-21 10yr4/4 none sit 2msbk mfr gw if .5 .6
3 1-69 7.5 y r4/6 none S Osg ml gw
Ground
elev. 4 9-80 5yr4/4 c2p 7.5yr5/8 sl M na na na .3 .4
102.36 ft.
Depth to
limiting
'16r9-,
-T-
Remarks:
Boring#
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(R.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel Gary Nelson 1554 200th Ave.
CS S2 3254 SW4SE4 S7-T30N-R17W New Richmond, WI 54017
ftown of Erin Prarie (715) 246-6200
N
1"=40'
BM.= top of 1" steel pipe @ el. 100'
Alt. Bm.= top of 1" steel pipe @ el. 99.35'
41
\ � 3 c�r,g� FfH.
�b91 / s
2
AE
Gary L. Steel
6-26-95
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