HomeMy WebLinkAbout020-1443-01-000
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Wisconsin Departtnentof Cotnrrrerce -SOIL EVALUATION REPORT Page of 3
Division of safety and s ngs
in aaxlydan0e with Comm 85, Wis. Adm_ Code
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County 577 0400 e x
indude, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D.
Percent slope. scale or denensions, north arrow, and location and distance to nearest road. 02o- l
Please print all lnformatxon. R wed by Date
Persona( Infom+ation YW tsovide may be used for "s-` 15~4 (1)
(mtt ~ I J. 2T I ryr= PropettyOwn{er a. Location
OV GovL .5f 114 56 114 sZ T Z 1 N R (or) W
property owners Maiircxl Address Lot # j8lod#qSubd.Namor CSC
T• 0. $ o X- f!v 7 / ~-rig.---
site
Ccde - OCIty L1 Village E2 Town Nearest Road
1, P
7%4Y ,voQ7' M 55003 c UD.tv.~ u•s. h(ivY. /Z
Never Constntdion Use:[] Residential 1 Number of bedrooms Code d/er~ived design flow rate 6Gt!!~J GPO
a Replacement Public or commercial - Descxbe: -Z1a7,4f/- ? 4AAf. A4 C/-
G sJ°s
Parent material Flood Plain elevation if applicable _ R
General comments
and -
~dv (7E~TiOrJ,q L f D. cc~. T S .
FT] BorkV # 0 Boring
Ground surface elev. f 7.30 1> ~G ~F". zq3F
ft. Depth to knifing factor in. Soil Application fie
Horizon Depth Dort Cokm Redox Description Texture Strudure Consistence Boundary Roots GPDN
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sfi •Eff#1 -Efr#2
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She 0A Cs . Z . 3
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Boring # [[ate~ swim
y
lh! Pit Ground surface elev.
Depth to lintitirtg factor in. Sod Application Rate
Hottm Depth Dominant Col • R dox Desaiptian Texture Structure Consistence Borndwy Roots GPD/ly
in. Munseit QU .SZ Cont Coto- Gr. Sz. Sh. 'Eff#1 •Eff#2
/ 0-8 myle S ~Jy ev -F." e,4,455 s ~POOI N
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Effluent #1= BOD > 30 < 220 rnglL and TSS >30:< 150 mgc ' Effluent #2 = SOD < 30 mg/L and TSS < 30 rngli_
CST ~ot~ ftase i-~ UIBRicAl-r- ~ e 2z` s
Address Data Evaluation C xkxW Telephone Number
,9v -~oo~ 7lS• • 3 y
Private ;sewage Consultants
2812 1 Oth Ave.
Spring Valley, WI 54767
ORIGINAL
1,07-
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Property RoAE-o ~ •
Property Owner Parcel {D # Page of
F-31 Boring # ❑ somng
Pit Ground surface elev. it_ Depth to Nmi ' factor in,
Sat Rate
Hortzon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsell Qu. SL Coat. Color Gr. Sz. Sh. •Eff#1 'Eff#2
/ 0-7 160514( 4w cr : / - ~,~ss s vs s ti-jL N
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./o yie s LS .tar ~S • 7 . 7-
F Bowino # Boring 7 7' 52
Pit Ground surface elev. Depth to knifing factor tn.
Soft Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh, •Eff#1 'Etf#2
o- y /D%n s/y ~~cr -Fill c/,~,s s cey A3
Z A0 Yle L e!Qy A111 511- . Av%~ ae0V1 Gf /V
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71
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11 Pit Ground surface elev. ft. Depth to knMV factor In.
Soft Application Rate
Horimn Depth Dominant cow Redox Description. Texture Structure Casuist Boundary Roots GPD Y .
in. Munsefl Qu. Sz. Cont. Color Gr. Sz. W •Eff#1 '002
Boring # ❑ Boring
❑ Pit Ground surface elev. ft. /Depth to limiting fader in.
F1 _
Soft Rafe
Horizon Depth Dominant Color Redox Description. Te Structure Consistence Boundary Roots GPDfff
in. Murueli Qu. Sz. Cont. Color Gr. Sz Sh. `Efl#t 'Eff#2
" Effluent #1 = BODE > 30 < 220 and TSS >30 S 150 mgtt_ ' Effluent #2 = BOD6 < 30 mgt and TSS < 30 mgtt.
The Department of Commerce s an equal opportunity service provider and employer. If you need assistance to access services or
need material in alternate format, please contact the department at 608-266-3131 or TTY 608-264-8777.
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Wiwonsin Department of Commerce SOIL EVALUATION REPORT Page _ of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County ~ t
Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D y~ -74 6)
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information.' Dat
7 Q 3
Personal information you provide maybe used for s ndary RE'( -'IA06• 15.0 (1) (m)).
J
Property Owner Prope Location
E or OAl~
( )
ovL L sf: 1/4 5,1/4 S T 7~ N R
/V ~4 r
1 ~
P e ow ers mailing Address Lot # Subd. Name
JIAJ . CROIX COUN Y / -be; Z(?D" 70
City State Zip Code Phpne NurMNING OF ❑ Village (9 Town Nearest Road
)4-jdS,P wf. sy64 ( , eod,--C)
[ji New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate _--~~Q GPD
Public or commercial - Describe:
;RR
❑ Replacement
Parent material Ot4_-92 C, I, Flood Plain elevation if applicable _ _Lel~_-- - ft
General comments C on iz C~~ Lr
and recommendations: ~'CV 9
CAL
A, jv~
h if 61 V
51 Boring # F1 Boring
[4 ph Ground surface elev. ft. Depth to limiting factor LZ~ - in.
Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-/?- Id r3/Z : - S./ W4 r- GS 164 .S-
Z -38,0 r y/y - S• ;r_ / 1M i^ C - y • to a? on s1b -/Zl - C wt l - L
Ul Boring # Boring If,
U5 pit Ground surface elev. 10- ft. Depth to limiting factor -j- in. Sol 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
a-I7- 1e 3/2 - St'I a.5 IM-(d^ GS l r S
)2 T /0 I/ sccI -
Alt
* Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Si ure S Number
3 O
~G vY~0. r
Address Date Evaluation Conducted Telephone Number
1 ~D~" s~ ~n,~er.Se.-~, t,✓I, •~`~ozs /a -z~-oz pis-Zsr `~°M~.
Property Owner Parcel ID # Page of - -
53] [Ar Boring # ❑ Boring T'/0#
Pit Ground surface elev. a- ft. Depth to limiting factor ~ - in. Sod A ication Rate
Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh.
rE ff #1 `Eff#2 16 fib( t!~ S
f v /
c~
2
12. 4-0 - S~cl 2MAI W,4(
InK 050,
H 8
Boring # ❑ Boring -
❑ Pit Ground surface elev. Depth to limiting factor in. SoH ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efi#1 'Eff#2
F] Boring
F-1 Boring # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Sol 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
Effluent #1 = BOD5> 30:S220 mg/L and TSS >30:S 150 mg/L ' Effluent #2 = BODS < 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-9330 (IL07/00)
J
r
• PAGE OF It
NAME Aq (AX, # LEGAL s % - to
SCALE: I"= yU
BM I ELEVATION
BM I DESCRIPTION /tai o~t~ o~.►r jrtt
BM 2 ELEVATION /00. Q
BM 2 DESCRIPTION tlat• i n 6 Qse(~e~' ~-r+~c
SYSTEM ELEVATION 90.0 0
SYSTEM TYPE to h ~e A ~00 a
CONTOUR ELEVATION T I.00,0 i d 0
V J
0 ~
L
1e o a oL
i
I
W ~s c 0
SIGNATURE ' DATE - 1--~
7im ?034 1 2
" VOL 6 PA GE 4430
s 1 KATHLEEN H. WWLS-
REGISTER OF DEEDS
ST. CROIX CO., WI
RECEIVED FOR RECORD
C E R r- ~ R VE Y M A P 12/23/2002 12:40PH
REC FEE: 13.00
PART OF THE SE 1/4 OF THE SE 1/4 AND PART OF COPY FEE: 3.00
THE NE114 OF THE SE114 OF SECTION 28, T29N, PAGES: 2
R 19W, TOWN OF HUDSON, ST. CROIX COUNTY,
WISCONSIN. E1/4 CORNER
PREPARED FOR: SURVEYOR: SECTION 28
D.O.T. NUMBER 55-94-3626-2002
B.E.D. L.L.P. DOUGLAS J. ZAHLER
EINAR HORNE S & N LAND SURVEYING, INC.
429 STAGELINE ROAD 2920 ENLOE STREET ACCESS EASEMENT TO
HUDSON, WI 54016 HUDSON, WI 54016 LOT 2 OF CSM VOL.
1 12, PAGE 3494
M[n~[~dQ44C~D [L@ *3 d04 9
11HIM5-
MOdo ~9 I 3
LO
[3V @ G33- s8s~838 w 1on.1s - L7- M
ACCESS EASEMENT TO E . co °
0 D 0
I~OTS 1 2 AND C
m OUTLOT 3 3 •I'n
N 661J °
5.60 ACRES L4C,z90 ~.F9:L _ _ D 89'55'31 "W
N FUTURE PUBLIC QOAD EASEMENT { 202.30
5W 0
_ ' HWY "12" TRAVELED n 362, 500'ACCESS WESTERLY EDGE
N89'S5 31 W 1125.97 RESTRICTED
m N11'S3'39"W = 158.54
1 pg NORTH LINE OF THE 39.76 ~0 P 1
at I SE1/4 OF THE SE1/4 83'21' "w U = I
I W Q a 1
1 1 N I FENCE ENCROACHES 20' ; ZZ
d 1~1 O MORE OR LESS
N Q LOT >
WNO ~W
W WWM 23.54 ACRES
k NO ACCES
(1,025,461 SQ. FT.)
W oQ o W (0
WNO ~I~I m O N
N
C9 Q y UF MW I I ~ 3 t1 \ in
1iJ
KW W Q rn
m W o V • S89'SO' • "E 520.74'
HWY R/W CAUTION: HIGHWAY
w SETBACK RESTRICTIONS o
M ~ NO ACCESS
PROHIBIT IMPROVEMENTS, z
m r) SEE SHEET 2.
04
Z ~1 rSOUTH LINE OF THE SE1/4 Q
N8943'44"W 1331.46' W SE CORNER
SECTION 28
NOTE: Property owner will be required to make improvements at USH 12 Rodeo Drive intersection when
one of the following conditions is met:
1. North Bound (NB) US 12 left turn volume exceeds 200 Passenger Car Equivalents (PCE's) per hour.
2. NB US 12 left turn volume exceeds 2,000 PCE's per day.
3. Rodeo Drive Average Daily Traffic (ADT) exceeds 4,000 PCE's per day.
The improvements may include NB dual left turn lanes and/or existing NB left turn storage extension.
Cost for such improvements to be assessed against alll applicable traffic generators at the
Department of Transportation's discretion.
Each Parcel shown on this map is subject to State, County and Township laws, rules and regulations
(i.e., wetlands, minimum lot size, access to parcel, etc.) Before purchasing or developing any parcel
contact the St. Croix County Zoning Office and the Town of Hudson for advice.
LEGEND
NUMBER DIRECTION DISTANCE FOUND ALUMINUM COUNTY
L1 S00'21 '22"E 66.00 SCALE IN FEET 1 = 300 & SECTION CORNER MONUMENT - IN
L2 N89.38'38"E 66.28' FOUND 1" OUTSIDE DIAMETER IRON PIPE
L3 S00'36'06-E 77.38, 300 ° 30~ 04
0 SET 1" OUTSIDE DIAMETER BY 18"
L4 S89'55'31' E 66.00 r f~'•'^dTY
LONG IRON PIPE, WEIGHING 1.13 LBS.
L5 N00'36'06"W 143.88' PER LINEAR FOOT
L6 S89'38'38"W 132.00'
L7 N89'38'38"E 247.56' FENCE
THIS INSTRUMENT DRAFTED BY. BRIANA, GEISSINGER 50' HIGHWAY SETBACK LINE
JOB No. 6179-01 DATE: 10/16/20021~pREVISED~.12f,19%zQ SHEET 1 OF 2 SHEETS
Vol.16 Page 4430
~A
Parcel 020-1443-01-000 07/31/2006 03:16 PM
PAGE 1 OF 1
Alt. Parcel 28.29.19.2814 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): 0 = Current Owner, C = Current Co-Owner
0 - HECHTER, RONN
RONN HECHTER C - GATEWAY LTD & FROELICH M
GATEWAY LTD & FROELICH M
PO BOX 167
BAYPORT MN 55003
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 721 RODEO CIR
SC 2611 HUDSON
SP 1700 WITC
Legal Description: Acres: 2.030 Plat: 2115-HUDSON RODEO CTR 1/8 020/03
SEC 28 T29N R19W PT SE SE HUDSON RODEO Block/Condo Bldg: LOT 01
CENTER LOT 1 (2.030AC) RONN HECHTER 50%
HECHTER GATEWAY LTD 25% & MICHAEL Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
FROELICH 25% 28-29N-19W SE SE
Notes: Parcel History:
Date Doc # Vol/Page Type
12/11/2003 748859 9/95 PLAT
2006 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 10/25/2005
Description Class Acres Land Improve Total State Reason
COMMERCIAL G2 2.030 137,600 0 137,600 NO
Totals for 2006:
General Property 2.030 137,600 0 137,600
Woodland 0.000 0 0
Totals for 2005:
General Property 2.030 137,600 0 137,600
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