HomeMy WebLinkAbout020-1049-90-100 (2)
1078
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordan -;e with Comm 85, Wis. Adm. Code Steel Sal Service
Attach complete site plan on paper not less than 8Y: x 11 inches in size- Plan must County St Croix
include, but not limited to; vertical and horizontal reference point (BM), direction and
percent slope, scale or dimemsions, north arrow, and location and distance to nearest mad. Parcel I.D.
Please print all i nn " _ R By Date
Personal information you provide may be used second ~l~JS. 15.04 1) (m)). t` Z -3/6
Property Owner Pr arty Location / fr-)
Sienna Cotpet~ n~ ~(i~j- u 2 6 2002 Govt Lot Se 114 NW1/4 41 29 N R ~9 W
Property Owner's Mailing Address 1k, Block # Subd. Na or CSM# . ~ `f
4940 Viking Dr, Suite 608 Sr. ClzOix ("Ou' i i Y na city State Zip Clbde Phi4AU~rb~f F I C City Village it Town Nearest Road
MN 55435 Hudson Carmichael Rd.
New Construction Use: V 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 recommendations: System elevation 91.62ft, trenches spaced and depth to code 4.58ft below grade
l D Sy,:4 -r- at ~1 to ~ Z C ah~is,~n.
Boring # Boring
pit Ground Surface elev. 96.20 ft. Depth to limiting factor 96 in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 *Eff#2
1 0-12 10yr3/2 none sil 2msbk mfr cs 1f .5 .8
2 12-36 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 36- 6 7.5yr4/4 none Cm)s osg ml na na 0 1.2
Boring # Boring
Pit Ground Surface elev. 96.20 ft. Depth to limiting factor 120 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 -Eff#2
1 0-11 10y►3/2 none sil 2msbk mfr cs 1f .5 .8
2 11-43 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 43 2 5yr4/4 none Is osg mvfr cs na .7 1.2
4 52120 7.5yr4/6 none cos ~osg mvfr na na U 1.6
60 LIit~ Sy~~
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS< 30 mg/L and TSS <30 mg/L
CST Name (Please Print) Signature: CST Number
David J. Steel 248956
Address steel soil service Date Evaluation Conducted Telephone Number
8/23/2002
715 246-5085
1564 CR GG, New Richmond, W1 54017
Property Owner Sienna Corporation Parcel ID # Pending Page 2 of 3
3 ]Boring # Boring
✓j Pit Ground Surface elev. 93.70 ft. Depth to limiting factor 96 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-12 10yr3/2 none sil 2msbk mfr gw 1f .5 .8
2 12-36 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 36 8 7.5yr4/4 none Is osg mvfr CS na 0 1.2
4 #896 7.5yr4/6 none ms osg ml na na .7 1.2
~2~t.U~'h„~-d- Sys~iv~, ~v~-~it~ 1~~.1~.~'z-7~ 1~e may,' 6 y'7 Sac.~s -
a Boring # Boring
✓ Pit Ground Surface elev. 93.50 ft. Depth to limiting factor 96 in. Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 *Eff#2
1 0-6 10yr3/2 none sil 2msbk mfr Cs 1f _5 .8
2 6-15 10yr4/4 none sicl 2msbk mfr Cs na .4 _6
3 15-96 7.5yr4/4 none cos osg mvfr na na .7 1.6
Cow s~ l sys 46-k,
❑ Boring # _ Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
I
* Effluent #1 = BOD 30 < 220 m9/L and TSS >30 < 150 m
_ Effluent #2 - - BOD <
_ 9~ 30 m /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
Page 3 of 3
STEEL'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-POWTSM Sienna Corporation New Richmond, WI 54017
Lie. # 248956 SWI/4,NW1/4,S 20,729,R19W (715) 246-6200
Town of Hudson, St. Croix Co. (715) 246-5085
f h,LGlen lot # 1
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be stable for
your use.
1 (p 25r7 k,e .tn rd
Hugh t yor
("S~'e fe P-e-
c(3,v * b q4ZoFr ~ ell,,togk f ♦ -/4th aentli~ - F vii 99.
I~t=z T3orE-►~~'s
yof shy ~(.eva.~tb~S
t33 =
cJ ~ 93.Soff'
Slo p~
R +
r
-ids
3'
So~ti
r
OS 93489
VOL 6_ PAGE 4393
KATHLEEN H. WALSH
REGISTER OF DEEDS
ST. CROIX CO., MI
RECEIVED FOR RECORD
CERTIFIED SURVEY M P 10-09-2002 10:30 A
LOCATED IN THE SOUTHEAST QUARTER OF CERTIFIED SURVEY NAP
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
D1 LP ~ u V,-
DEC 16 2002
~
32
c c .57w 061. "o ~yN10'36UM`
130 pus UC E 100.00''
,v ~ 0 M p It" N79°23 57'
'`02` DEDICA~D F. o I 52 19~ Z9r.
NzT N 25 5Ace~~ T 2 owo: -Ow
w 10 z z a-
33,X216"03•.40 -----sew - N 0 w 0 C
74 l - F►1~N 49292 S.F. 6 O Q N w i0
A
--p N ;~561,~~ S• e3cn es m o Ov I— ~ &
CV Z
CV wUNOQ
MzwN .
w '0 o a .y'11 • OS~ c I cS 3 a
(n w
rk p w L9 o,
9°10705 S F. 4i
z C12
w .Ny 1.164 Acre
W s35 50moor"'`
3 SCALE IN FEET
N UNaAJ7W-LANAI 0 200 400
V
l ----lo 1 inch = 200 feet
z : N59WI70E
- >00A0'
SOUTHWEST CORNER OF THE
SOUTHEAST QUARTER OF
4 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.----
,.,_EST 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
Ct 280.21' 25'02'49" 641.00' S23007'27.5"E 277.99' S1 0.36'03"E S35.3W52"E
C2 251.80' 05'29'09" 2629.85' S32"54'17.5"E 251.70' S35'38'52"E S30'09'43"E
C3 122.74' 02'36'31" 2695.85' N3117'58.5"W 122.73' N30'09'43"W N32'46'14"W
C4 135.38' 02052'38" 2695.85' N34012'33"W 135.36' N32046'14"W N35038'52"W
CS 251.36' 25°02'49" 575.0' N23.07'27.5"W 249.37' N35-38'52'W N10-36-03-W
C6 258.12' 05.29'09" 2695.85' N32054'17.5"W 258.02' N30.09'43"W N35•38'52"W
APPROVED
i t ST, CROIX COUNTY
lanninq Zoninn and Parks Committee OWNER AND SUBDIVIDER:
uTiUTY SIENNA CORPORATION
4940 VIKING DR. SUITE 608 O
EASEMENT OCT 0 9 2002 MINNEAPOLIS, MN. 55435
I LEA!i500 N C\O LARRY THOMPSON
Ifrat racoroad witnin 30 days of
- - - - - - - - J a ) oval data approval shall be n -x-Huff and void ALUMINUM CO,UUNTY SECTION CORNER
MONUMENT FOPND
EASEMENTS ARE AS DEPICTED to O.D. X 2r ROUND STEEL PIPE WEIGHING
UNLESS OTHERWISE SHOWN. 0 1.13 LB. PER FOOT, SET
NOT TO SCALE -SBL- SETBACK 'LWE
[Page i of 4 James R. HilL Inc.
Vol. 16 Page 4393
+ Parcel 020-1049-90-100 02i26i2008 09:55 AM
PAGE 1 OF 1
Alt. Parcel 20.29.19.192B-10 020 - 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 - WEST LAKE BUILDERS INC
WEST LAKE BUILDERS INC
1714 CRESTVIEW DR
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description * 803 MARTIN AVE
SC 2611 HUDSON
SP 1700 WITC
Legal Description: Acres: 1.166 Plat: 4393-CSM 16-4393 020-02
SEC 20 T29N R19W PT SE NW EZ-U-1797/610 Block/Condo Bldg: LOT 01
BEING CSM 16/4393 LOT 1 1.166AC
' Tract(s): (Sec-Twn-Rng 401/4 1601/4)
20-29N-19W SE NW
Notes: Parcel History:
Date Doc # Vol/Page Type
07/13/2005 800165 2842/203 WD
10/09/2002 693489 16/4393 CSM
2008 SUMMARY Bill M Fair Market Value: Assessed with:
0
Valuations: Last Changed: 06/05/2007
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 1.166 98,600 0 98,600 NO
Totals for 2008:
General Property 1.166 98,600 0 98,600
Woodland 0.000 0 0
Totals for 2007:
General Property 1.166 98,600 0 98,600
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