HomeMy WebLinkAbout020-1079-30-000
Wisconsin Department of Industry, SOIL AND SITE EVALUATION
Labor and Human Relations Page of
Division of Safety and Buildings in accordance with s. ILH .09, Wis.
County
Attach complete site plan on paper not less than 8 1/2 x 11 inch `i►r ta. Plan4*est Cam- G pO~•~
include, but not limited to: vertical and horizontal reference poi direi"ati`j
percent slope, scale or dimensions, north arrow, and location tance to nearest road. Parcel I.D. # p 2 /p 9 ' l
r J
Cis , k n R,: y
APPLICANT INFORMATION - Please print all in ation. s r cR&\ R w b Date
Personal information you provide may be used for secondary purposes (P .v_ *v aw, s. 15.8PiG~ S1 ) i I
i 111
Property Owner N ` Propel y~.ocaUory':
A.L"'~,~/ . t Lori ,~►j 114 1/4,S29 T 2-f N,R If E (or6W)
Property Owner's Mailing Address Block# Subd. Nam r CS # 7 V0 7-7- 0-Y -j Z- C
kl!~_Illlvc OW - 2- (f S11
City State Zip Code / Phone Number / El Nearest Road
~UQS~ S•y~~lo 7!s') p ~3.~~t ❑ City Village Town 11V y ~Z
E New Construction Use: ❑ R dential / Number of bedrooms Addition to existing uilding
Replacement Public or commercial - Describe: NO T /''N06i1~
N~
El ~
Code derived daily flowy gpd Recommended design loading rate bed, gpd/ft2 • ~ trench, gpd/ft2
Absorption area required N l~ bed, ft2 trench, ft2 Maximum design loading rate bed, gpd/ft2trench, gpd/ft2
Recommended infiltration surface elevation(s) it (as referred to site plan benchmark)
Additional design/site considerations
Parent material why Ol!?IVJfS~ i Flood plain elevation, if applicable NIA it
S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank
U = Unsuitable for system [a s ❑ U ❑ S U' ❑ U ❑ S L~ U ❑ S C ❑ S
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Structure GPD/ft2
9 Texture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
L 15- s 4146'170 S,41UZ7
L 5•13 Z iG S/L 2w► ,QUr~~' C S - N ; tip
Ground
lQ,y~i9icT~D
elev.
/0/. 20 ft. 3 •3/ /oY~P 1r SQL Z-fs,~ 4" Vii' .6//
Depth to 01 layl? 7!(y ~S a s C - • s . Cv
limiting s Q O lf 516e .S (V S 6
factor
-~o in.
Remarks:
Boring #
i o• S ~/~l~TO ~9`s,~
z z 5% ipy/2 '~/z o sJ,~,•c s.L. Z. /~i, , • c _ P An)
/l~s r
.S G 2 •3
Ground .3 0~ 3
Y
elev. ft. /aYl-e 0 - ~S /7ryrc~ c- .s : .
s/~ s D s ,e
57
71
Depth to
limiting
factor
~q_g_In. Remarks:
CST Name (Please Print) ~~QE~T Signature Telephone No.
Address Date CST Number
Ulbrlcht & Associates i5 yy~ Z-
Private Sewage Consultants
Hu O'Neil Rd. cD,vsv ~Ti4T'/a L~",~y ~JfJ,t~Sky
Hudson, Wis. 54018
7-
ORIGINAL /v sf 5-r i S Aeit~e f 5-f YXeltl /,05-1,4112,a
SOIL DESCRIPTION REPORT R 2 3,
PROPERTY OWNER Page of
PARCEL 1.1011 v 0
Boring # Horizon Depth Dominant Color Mottles Structure 2
9 Texture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
3 / o~ i9s y~ T
~o y o ,vi c Src Z C5 ' Ao Ground
!a~ el/v.
ft. 3 -l /oy~c' 3 Sic a-FShr~`~ • , s ; .
Depth to J Qs
limiting M~I(A Y/ C5 S' , factor in. /Q ~ ? .
Remarks:
Boring #
/ o/~ /oY z o fir/ SiG I ~ ~i• c'S - ; N
l0 3 /o y~ 3l SiG 2'F S-*/ ,H► rC-i ' C5 s ; .
Ground
elev.
lo I .30-ft.
Depth to
limiting
factor
in.
Remarks:
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/f12
in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
Boring # O•/~ /Dy/? 2117-- 1 L.. %rrS n'! /e S 3 f q .57
S z i~ ~ayr~ 3r SiG /fs .2- ' .3
y loyresl S D,s .8
Ground
elev.
/03 • eft. .
Depth to
limiting
cfactor
7 ! Remarks:
Boring # l p • y ~/gG~C'Tl> /9S,/Li' ~ N
I -Ire
2/2
-.26 /0 Me 4!Wl eL 'WP71/-' 013
/ S L%r •7
Ground 1/x -f4r
elev.
Depth to
limiting
factor
7 !f' -In. Remarks:
SBDW-8330 (R. 08/95)
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THIS INSTRUMENT DRAFTED BY ED FLANUM JOB NO. 97-150
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BEARINGS ARE REFERENCED TO THE
EAST LINE OF THE SE1 /4 OF SECTION
28, ASSUMED TO BEAR SOO'04'31 'E
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r I M = S00'04'57"E 530.01'
cn ~ u = y b
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4.88' S00'04'31 "E
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2070.52' 00'04'56"E 432.15'
4 5so
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"o _U. S_ H. 712 " 00 96.3T-
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Wisconsin Department of Commerce SOIL AND SITE EVALUATION C S
Division of Safety and Buildings Page of
Bureau of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code f
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 'S Cam
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. #
1/4 i!' 1(~ /~qa
APPLICANT INFORMATION - Plea print all informa i n. Reviewed by Date
Personal information yoy provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner ) Property Location
J 4 h G ~~~jyv~ Govt. Lot 1/4 1/4,S T N,R E (or) W
Property Owner's Mailing Address Lot # Block# Subd. Name or CSM#
City State Zip Code Phone Number ❑ City Village Town Nearest Road
2,-
T~f Construction Use: ❑ Residential / Number of bedrooms Addition to existing building
❑ Replacement Public or commercial - Describe:
Code derived daily flow gpd Recommended design loading rate bed, gpd/ft2 trench, gpd/ft2
Absorption area required bed, ft2 trench, ft2 Maximum design loading rate bed, gpd/ft2_trench, gpd/ft2
Recommended infiltration surface elevation(s) ft (as referred to sit;2I
enchmark)
b
Additional design/site considerations
ze~
Parent material T hf ~J't' Flood plain elevation, if applicable P-1/t" ft
S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank
U = Unsuitable for system ❑ S ❑ U ❑ S ❑ U ❑ S ❑ U ❑ S ❑ U ❑ S ❑ U ❑ S ❑ U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2
1 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
/p
16' T 466r_
Ground tF-02S /
elev.
ft. y b o f -wr-F 7,
Depth to
limiting
factor
in.
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
in. Remarks:
CST Name (Please Print) Signature Telephone No.
Address Date CST Number
it
SOIL DESCRIPTION REPORT
PROPERTY OWNER - Page of
x-
PARCEL I.D.#
Boring # Horizon Depth Dominant Color Mottles Texture Structure 2
Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed . Trench
Ground
elev.
ft
Depth to
limiting
factor ;
in.
Remarks:
Boring #
Ground
elev.
ft. '
Depth to
limiting
factor
in.
Remarks:
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
in. Remarks:
Boring #
Ground
elev.
ft. ,
Depth to
limiting
factor
in. Remarks:
SBD-8330 (R. 07/96)
Parcel 020-1079-30-000 04/11/2006 11:32 AM
PAGE 1 OF 1
Alt. Parcel 28.29.19.322C 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: S Owner(s): O = Current Owner, C = Current Co-Owner
TH ST N LLC O - 413 6TH ST N LLC
413 6TH-
413 6TH ST N
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 736A HWY 12
SC 2611 SCH D OF HUDSON
SP 1700 WITC
1 Legal Description: Acres: 2.246 Pat: 0712-CSM 12/3494
,SEC 28 T29N RI 9W PT NE SE BEING LOT 2 lock/Condo Bldg: LOT 2
CSM 12/3494 2.246AC
Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
28-29N-19W
Notes: Parcel History:
Date Doc # Vol/Page Type
10/08/2004 776540 2672/203 QC
10/08/2004 776539 2672/202 WD
04/16/2004 759952 2551/293 EZ-1
10/08/2003 742934 2431/105 LC
more...
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 2.246 103,400 7,600 111,000 NO
Totals for 2006:
General Property 2.246 103,400 7,600 111,000
Woodland 0.000 0 0
Totals for 2005:
General Property 2.246 103,400 7,600 111,000
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