HomeMy WebLinkAbout020-1049-90-400 (2)
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1081
• Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Weis. Adm. Code Steel Sal Seance
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St Croix
include, but not limited to: vertical and horizontal reference pant (BM), direction and
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D.> ' /
rrj~
Please print 1 in Date
Personal information you provide may be us for sewn ary Pu (
. s. 15. (1) (m)). //23,403
Property Owner AU P rty Location
Sienna wn t~(}1sL u zOQ W.Lot S I/4 NW1/4 S T 29 NR 19 W
rtY Owner's Mailing Address L Block # Subd. Name CSM# /
T.
na GU-71Y
4940 Vilking Dc Suite 608 C )r i r~ J~,
City State Z"~ Cify Village Town Nearest Road P / • 2-
Gc : ✓►Gt MN 55435 952-835-2808 Hudson G Ka F Rd. 74` S '
New Construction Use: Vf Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:
Parent material Pitted outwash Flood plain elevation, if applicable na
General comments
and recomMendation§: System elevation 91.50ft, trenches spaced and depth to code 3.50ft below grade
I VJO-+rA seL6 ac -Sat-A 66f ac' - l o z
7 Boring # Boring
M or Pit Ground Surface elev. 95.00 ft. Depth to limiting factor 105 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 `Eff#2
1 0-8 10yr3/3 none sill 2msbk mfr CS 2c .5 .8
2 8-28 10yr4/4 none sicl 2msbk mfr gw 1 C .4 .6
3 28-421 5yr4/4 none I Ogg mvfr Cs na 0 1.2
4 42-105 7.5yr4/4 none cos Ogg mVr( na na .7 1.6
Boring # Boring
✓j Pit Ground Surface elev. 95.00 ft. Depth to limiting factor 105 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/W
*Eff#1 *Eff#2
1 0-6 10yr3/3 none scl 2msbk mfr Cs 1 c .5 .8
2 6-16 5yr4/4 none Is Ogg mvfr gw 2f .7 1.2
3 16-105 7.5yr4/4 none cos \ Ogg mvfr na na ~ 1.6
jlIAq,. d~ 751'-)ob lj, ~ (?Q bl~-oT~ Syr ~l,~ 7~' rQ~ Sdc~
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5< 30 mg/L and TSS <,0 mg/L
CST Name (Please Print) Signature:~ CST Number
David J. Steel 248956
Address Steel Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 8/24/2002 715-246-5085
r
Property owner Sienna Corporation Parcel ID # pending page 2 of 3
3] Boring # Boring
r Pit Ground Surface elev. 90.70 ft. Depth to limiting factor 105 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe
*Eff#1 "Eff#2
1 0-16 10yr4/4 none sicl 2msbk mfr cs 2c .4 .6
2 16-29 5yr4/4 none Is osg mvFr cs 1f .7 1.2
3 9-105 7.5yr4/4 none cos Ogg mVfr na na 1.6
~S ~'YL qty , ~ p•~ fir. ~"yS~/Y~ .~v~'"'" .
F4]Boring # Boring
iF. Pit Ground Surface elev. 90.70 ft. Depth to limiting factor 96 in. Sotl Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-14 10yr4/4 none sicl 2msbk mfr es 2e .4 .6
2 14-32 5yr4/4 none Is osg mvfr cs 1f .7 1.2
3 32-96 7.5yr4/6 none ms osg ml na na 1.2
i
❑ Boring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. §~d Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ft'
*Eff#1 *Eff#2
* Effluent #1 = BOD s> 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
1
Page 3 of 3
STEEL'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-POWTSM Sienna Corporation New Richmond, W154017
Lic. # 248956 SWl/4,NW1/4,S 20,T29,R19W (715) 246-6200
Town of Hudson, St. Croix Co. (715) 246-5085 J
rbe Glen lot # 4 III
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for
your use.
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Parcel 020-1049-90-400 02/26/2008 09:57 AM
PAGE 1 OF 1
Alt. Parcel 20.29.19.192B-40 020 - TOWN OF HUDSON
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 - DARDINE, JAMES R & LISA J
JAMES R & LISA J DARDINE
508 CARRIAGE LN
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 795 MARTIN AVE
SC 2611 HUDSON
SP 1700 WITC
Legal Description: Acres: 1.087 Plat: 4394-CSM 16-4394 020-02
SEC 20 T29N R19W PT SE NW EZ-U-17971610 Block/Condo Bldg: LOT 04
BEING CSM 16/4394 LOT 4 1.087AC
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
20-29N-19W SE NW
Notes: Parcel History:
Date Doc # Vol/Page Type
11/08/2007 863815 WD
06/21/2006 827914 WD
10/09/2002 693490 16/4394 CSM
2008 SUMMARY Bill M Fair Market Value: Assessed with:
0
Valuations: Last Changed: 10/25/2005
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 1.087 78,500 0 78,500 NO
Totals for 2008:
General Property 1.087 78,500 0 78,500
Woodland 0.000 0 0
Totals for 2007:
General Property 1.087 78,500 0 78,500
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
693490
I,
DEC 1 6 200? VOL 16 PAGE 4394
KATHLEEN H. WALSH
~pREGISTER OF DEEDS.
c ST. CROIX Co., WI
RECEIVED FOR RECORD
CERTIFIED SURVEY MAP 10-09-2002 10:30 A
LOCATED IN THE SOUTHEAST QUARTER OF CERTIFIED SURVEY MAP
THE NORTHWEST QUARTER, SECTION 20, REC FEE: 17.00
TOWN 29 NORTH, RANGE 19 WEST, TOWN OF COPY FEE:
HUDSON, ST. CROIX COUNTY, WISCONSIN. PAGES: 4
oww -pp
N ZiEW' N
SCALE IN FEET a o a N °w in
0 200 400 W t•- o ~ N
rn @
WUNO4 Z
1 inch = 200 feet ~ W i N 3 Q
in I V W w Q m
a Quern
I wWZtr ?EC 16 2002
.J i.....,..(.._,rv ..r
_ crl 4 t -I. CROIX COUNTY
0 C,
_o __-wa_Vi_YOR'S RECORD
z CIO \
LL.
UNP1ATrED_LANDS
N
\ /
O S35°38'52"E,, 50.00' 79
w
\c1` ` ` F
3 t 1. ~~g PC" 1
%
1(o -uw1'9w_Lw'S n%
'%.N59050'1 7"E
SOUTHWEST CORNER OF THE 66.00'
_SOUTHEAST QUARTER OF
THE NORTHWEST QUARTER
SEC. 20, T. 29 N, R. 19 W.
1319.52' 3989.66'
N89°25'02"E 5309.18' "
EAST- WEST QUARTER LINE EAST QUARTER
i SEC. 20, T. 29 N, R. 19 W. CORNER SEC. 20, T.----
I QUARTER 29 N. R. 19 W.
'-CORNER OF SEC. 20,
T. 29 N, R. 19 W.
CURVE DATA TABLE
NUMBER ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH TAN. BEARING IN TAN. BEARING OUT
C1 280.21' 25°02'49" 641.00' S23'07'27.5'E 277.99' S1 0°36'03"E S35'3W52"E
C2 251.80' 05°29'09" 2629.85' S320541 7.5'E 251.70' S35'38'52"E S30'09'43'E
C3 122.74' 02.36'31 2695.85' N31027'58.5'W 122.73' N30'09'43"W N32°46'14"W
APPROVED
ST. CROIX COUNTY OWNER AND SUBDIVIDER:
I I Planning Zonino and Parks Committee SIENNA CORPORATION
U71UTY , OCT U 9 2002 MI E POLIS,DMN. 5b 35 08
EASEMENT
".1 I C\O LARRY THOMPSON
1 kEA!WE_N a If not recorded within 30 days of
6P__1 approval date approval shall be U=
UTILITY TLL ~ - -rUII and vold O ALUMINUM COUNTY SECTION COINER
MONUMENT FOUND
EASEMENTS ARE AS DEPICTED o 1" O.D. X 24" ROUND STEEL PIPE WEIGHING ,
1.13 LB. PER FOOT, SET
UNLESS OTHERWISE SHOWN.
NOT TO SnA -SBL- SETBACK LINE 0 50' FROM RIGHT OF WAY
Page i of 4 James R. Hill, Inc.
Vol. 16 age 4394