HomeMy WebLinkAbout038-1106-60-400 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page J of
Division of Safety and Buildings
in accordance with Comm 85,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 not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D.
percent slope,scale or dimensions,north arrow,and location and distance to nearest road.
ID�OW46� Please print all information. Revie Date
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/ Personal information you provide may be used f .15.04(1)(m)). Z
Property Owner By y/ew-- roperty Location
Govt.Lot 1/4% 1/4 S. T N R (or)W
J=ZZA14 Property Owner's Mailing Address of# Block Subd.Name or CSM#
323
City Stag Zip Code Ph City ❑Village CZ Town N arest Road
II ZONIN OFFICE
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New Construction User Residential/Number of bedrooms _� Code derived design flow rate GPD
❑Replacement ❑ Public or commercial-Describe:
Flood Plain elevation if applicable
Parent material ft.
General comments
and recommendations:
F/-1 Boring# F] Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
)ley Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu.Sz./Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
/ S
<-` / ., r
❑ Boring# ❑ Boring
Pit Ground surface elev. 6 ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2
`? r 5
Z / J t✓ S a
11
--'" s 3 - zfi -
* ffluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L
CST N Please rint) I Sign! CST Number
Address Date Evaluation nducted Telephone Number
SBD-8330(R07/00)
Property Owner J Parcel ID# Page of 5a
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/ft2
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
� l
r -
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 GPD/ft2
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#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/ft2
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=BOD5<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(R.07 100)
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Parcel #: 038-1106-60-400 06/29/2007 05:03 PM
PAGE 1 OF 1
Alt. Parcel#: 26.31.18.447D 038-TOWN OF STAR 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
O-LARSON, GERALD R& REBECCA A
GERALD R&REBECCA A LARSON
453 N 4TH ST
NEW RICHMOND WI 54017
Districts: SC = School SP=Special Property Address(es): *=Primary
Type Dist# Description * 1295 195TH AVE
SC 3962 NEW RICHMOND
SP 1700 WITC
I
Legal Description: Acres: 5.000 Plat: 4323-CSM 16/4323
SEC 26 T31 N R1 8W NE SE LOT 4 CSM 16/4323 Block/Condo Bldg: LOT 4
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
26-31N-18W NE SE
Notes: Parcel History:
Date Doc# Vol/Page Type
07/23/1997 791/173
07/23/1997 749/533
2007 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 10/14/2004
Description Class Acres Land Improve Total State Reason
UNDEVELOPED G5 5.000 47,000 0 47,000 NO
Totals for 2007:
General Property 5.000 47,000 0 47,000
Woodland 0.000 0 0
Totals for 2006:
General Property 5.000 47,000 0 47,000
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
4 682734
1
]l� SAN 2 8 1 VO 16 PAGE 4323
KATHLEEN H. MALSH
SL CROIX COUNTY I REGISTER OF DEEDS
Sl1FVEY0R S RECORD
_j ST. CROIX CO. , MI
CERTIFIED SURVEY MAP RECEIVED FOR RECORD
LOCATED IN THE NE1/4 OF THE SE1/4 OF SECTION 269 06-26-2002 2:50 PH
T31 N, R1 8W, TOWN OF STAR PRAIRIE, ST. CROIX CERTIFIED SURVEY MAP
COUNTY, WISCONSIN; BEING LOT 1 OF CERTIFIED REP FEE: 15.00
COPY FEE..
SURVEY MAP RECORDED IN VOLUME 15, PAGE 4240. PAGES: a
N LEGEND PREPARED FOR
ALUMINUM COUNTY SECTION TODD BOTTOLFSON
CORNER MONUMENT FOUND
241 NORTH 4TH
U w 1"X 24"IRON PIPE SET WEIGHING NEW RICHMOND,Wl 54017 C51
f 1.13 LBS.PER LINEAR FOOT ° gzz
w W� • 1"IRON PIPE FOUND SURVEYOR
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z ; 1 00'ROADWAY SETBACK NORTHLAND SURVEYING,IN
—X EXISTING FENCELINE ! �I
N�O� P.0 BOX 14 � (lr�t' o�I
z = w ♦ SOIL BORING ROBERTS,WI 54023 IOO
F— co CO 4'
'''' S0'I41.25'Q� '
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W1/4 CORNER 195TH_AVENUE g. ' E1/4 FINER I O OO
SECTION 26 SEC ION 26 I� �,
S88-41-22"W EAST-WEST 1/4 LINE
►r 3915.16' S88°41'22'W 1320.48' — -
-771.85 — ---------548.63' --- --
---M_ EXISTING CENTERLINE
498.64'
;- 772.10 $ TPROPOSED?PROPOSED S88°25'42'W 1270.74' 50' 50'
v DRIVE I
DRIVE
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.............................................................................................................^ LOT 4
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5.00 ACRES INC R/W.,
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Lw 217,800 SQ.FTC
(@@H 0M 4.03 ACRES E)CC.R/W
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---------------- 50.00
175,535 SQ.FT. -
dOdo 9 09 UD@0 4240 m -
498.63'
C�! -------------------------------------- V i
N8r41'22"E 548.63'
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= DRIVE
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r 29.67 ACRES INC.R/W I Z
d' a 1,292,437 SQ.FT,
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(a):: O w 28.29 ACRES EXC,R/W I
9126 O1
N o 1,232,262 SO.FT. ♦ 507.3T 41.25?
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o f z N88°56'55"E 548.62' f I r I
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�! APPROVED 41.25' I �,
O ST.CROIX COUNTY
w Planning Zoning and Parks Committee O O L 4
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a; JUN 2 6 2002 n - I O I �
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If not recorded witnin 30 days of O I 65' 150' ;
approval date approval shall be Z
null-and void I °
FENCELINE IS 3.5'+/-EAST
OF LOT CORNER 9.4' DRIVE I
w
N88°56'55"E 777.51'
8.0'+/- SOUTH LINE OF THE NE1/4 OF THE SE1/4
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SCALE IN FEET 1" = 200'
SE CORNER
200 0 200 400 SECTION 26
THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON JOB NO.02-19 DATE:4-1-02 SHEET 1 OF 3 SHEETS '
Vol.16 Page 4323 �r
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