HomeMy WebLinkAbout020-1061-90-000
Wisconsin Department of Industry, SOIL AND SITE E V A L U A T~~ A E P O R T Pagel of 3
Labor"and Human R~a tions . N`"'?
Division of Safety & rd'Lildings
in accord with ILHR 83 05,'Wis. Adm. Code
rvR. COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size/.Pia n must include, but St. CROiX
not limited to vertical and horizontal reference point (BM), direction and kt slope,,scate or PARCEL I.D. # l
dimensioned, north arrow, and location and distance to nearest road. 020-1061-90 ' Z
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION. REVIINED DATE
PROPERTY OWNER: 7 ~vPROPERTY L
Al Jeska *11'. LOT NE t/4 *'1/4,S 23 T 29 N,R 1 { or) W
PROPERTY OWNER':S MAILING ADDRESS T # $L l .SUED. NAME OR CSM #
5232 N. Glenbrook Ave. na na CSj'►~l t0 a-'f-7 N--
CITY, STATE ZIP CODE PHONE NUMBER ITY ❑VILLAGE [MOWN EAREST OA
Oakdale, MN. 55128 (651) 770-5250 Hudson Norflex C Q.3
[ ] New Construction Use [ J Residential / Number of bedrooms ( ] Addition to existing building
fx] Replacement [ ij Public or commercial describe R. R. repair shop 35 employees, 2 floor drains
Code derived daily flow 800 gpd Recommended design loading rate .7 bed, gpd/ft2 .8 trench, gpd/ft2
Absorption area required 1142 bed, ft2 1000 trench, ft2 Maximum design loading rate .7 bed, gpd/ft2 .8 trench, gpd/ft2
Recommended infiltration surface elevation(s) 95.95 ft (as referred to site plan benchmark)
Additional design / site considerations na
Parent material outwash Flood plain elevation, if applicable na It
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable fors stem KIS ❑U KIS ❑U KIS ❑U ®S ❑U ®S ❑U ❑S ®U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench
1 0-13 10yr2/2 none 1 2msbk mfr 2f .5 1.6
1
2 13-22 10yr4/4 none sil 2csbk mfr 9w if .5 .6
Ground 3 22-30 10yr5/4 none sil M na 9w na np .2
elev.
99.9 ft. 4 30-98 7.5yr4/6 none ms Osg ml na na .7 .8
Depth to
limiting
factor
+98,,
Remarks:
Boring #
1 0-12 10yr2/2 none 1 2msbk mfr gw 2f .5 '.6
2 2 12-25 10yr4/4 none sil 2msbk mfr gw if .5 .6
3 25-35 10yr5/4 none sil M na 9w na np .2
Ground
elev. 4 35-10 7.5yr4/6 none ms Osg ml na na .7 1.8
99.9 ft.
Depth to
limiting
factor
+100"
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. v New Richmo WI 54017
Signature: Date: 3-16-2000 CST Number: m02298
PROPERTY OWNER Al Jeska SOIL DESCRIPTION REPORT Page 2 ofo 3
PARCEL I.D. # 020-1061-90
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trends
1 0-11 10yr2/2 none 1 2msbk mfr yw 2f .5
3
2 11-23 10yr4/4 none sil 2msbk mfr yw if .5 .6
Ground 3 23-32 10yr5/4 none sil M na yw na np .2
elev.
100.00t. 4 32-43 10yr5/4 c2d 7.5yr5/8 sil M na gw na np .2
Depth to 5 43-12 7.5yr4/6 none ms Osg mi na na .7 .8
limiting
factor
+120"
Remarks:
Boring #
1 0-12 10yr2/2 none 1 2msbk mfr yw 2f .5 .6
4 < 2 12-21 10yr4/4 none sil 2msbk mfr 9w if .5 .6
3 21-31 10yr5/4 none sil M na gw na np .2
Ground
elev. 4 31-99 7.5yr4/6 none ms Osg ml na na .7 .8
100 .f0
Depth to -
limiting
factor
+99"
Remarks:
Boring #
1 0-12 10yr2/2 none 1 2msbk mfr yw 2f .5 .6
5 2 12-20 10yr4/4 none sil 2msbk mfr gw if .5 .6
3 20-31 10yr5/4 none sil M na yw na np .2
Ground
elev. 4 31-9 7.5yr4/6 none ms Osg ml na na .7 .8
99.9 ft.
Depth to
limiting
factor
+99
Remarks:
Boring #
Ground
elev. j
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
v ~
r tSTEMS SOIL SERVICE
Gary L. Steel 1554 200th Ave.
CSTM2298 AJeska
NVINW4 S23-T29N-R19w New Richmond, WI 54017
MPRSW-3254 town of Hudson ~G (715) 246-6200
part of lot #1
N (s
' CJ\0 fi~ M L°
11=40
BM.= top of 1" pvc pipe C el. 100.00'
Alt. BM.= top of 1" pvc pipe C el. 99.70'
~ c f
6A ~t
O-A
h ~o
go/O
h,
110
~z
Sys ~rn
Gary L. Steel
3-16-2000
Parcel `020-1061-90-000 01/25/2005 12:09 PM
PAGE 1 OF 1
Alt. Parcel 23.29.19.234A 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): Current Owner
" ANDERSON HOLDINGS INC
ANDERSON HOLDINGS INC
18 DELLWOOD AVE
WHITE BEAR LAKE MN 55110
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description
SC 2611 SCH D OF HUDSON
SP 1700 WITC
Legal Description: Acres: 24.250 Plat: N/A-NOT AVAILABLE
SEC 23 T29N R19W PT NE NW FORMERLY PT OF Block/Condo Bldg:
LOT 1 CSM 10/2778 NKA LOT 5 OF CSM
10/2807 24.25 ACRE- 00/590 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
23-29N-19W
Notes: Parcel History:
Date Doc # Vol/Page Type
07/23/1997 1000/357 WD
07/23/1997 806/286
07/23/1997 787/387
07/23/1997 736/467
2004 SUMMARY Bill Fair Market Value: Assessed with:
48113 188,200
Valuations: Last Changed: 10/29/2001
Description Class Acres Land Improve Total State Reason
COMMERCIAL G2 24.250 145,600 0 145,600 NO
Totals for 2004:
General Property 24.250 145,600 0 145,600
Woodland 0.000 0 0
Totals for 2003:
General Property 24.250 145,600 0 145,600
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
001-WATER SPECIAL ASSESSMENT 0.00
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
VAsconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 2
Labor and Human Relations
Division of Safety & Bu~Idings in accord with ILHR 83.05, 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 St. Croix
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
Anderson Holdings Inc. GOVT. LOT NE 1/4 NW 1/4,S23 T 29 N,R 19 xfoor)W
PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM #
720 Norflex Dr. -9-1 na na
CITY, STATE ZIP CODE PHONE NUMBER [3CITY (]VILLAGE E]TOWN NEAREST ROAD
Hudson, WI. 54016 ( )
[ ] New Construction Use [ ] Residential / Number of bedrooms [ ] Addition to existing building
j ] Replacement [ J 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 site plan benchmark)
Additional design / site considerations -,n i l h n r i n g r i„pn r t.
Parent material outwash Flood plain elevation, if applicable na ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U= Unsuitable for system 136 O U I _aS O U fiS D U as O U O S U D S Octk
SOIL DESCRIPTION REPORT
Boring# Horizon) Depth Dominant Color Mottles Texture Structure ConsistencelBourxby Roots GPD/ft
in. Munsell Gu. Sz. Cont. Color Gr. Sz. Sh. Bed Tr~
1 1 0-11 10 r3 2 none 1 lmsbk mfr w if .4 .5
>~~w 2 11-2 10yr4/4 none sil lfgr mfr gw if .2 .3
Ground 3 29-6 7.5yr4/ c sand
7.5 r5/8 silt Osg-M na gw na np np
elev. 4 68-122 7.5r 4 6 none co s Os ml na na .7 .8
ft. Y / g
Depth to
limiting
fa~rRemarks:
Boring #
1 0-15 10yr3/2 none 1 lmsbk mfr gw if .4 ~.5
a 2 " 2 15-2 10yr5/4 none sil lfgr mfr gw if .2 .3
aw
3 29-6 10yr4/4 none sl 2mgr m l / f .5 .6
Ground
elev. 4 69-120 10yr3/4 none co s Osg jia ~y .7 .8
ft. .
Depth to
limiting
factor J, . r5t y:;- Ir
+1201,
w
Lot #3
Remarks:
CST Name:-Please Print Phone'
Gary L. Steel 715 - + 0
Address: 1554 20 h. Ave., w Richmond, WI. 54017
Signature: Date: CST Number:
8-16-94 cstm 02298
PROPERTYOWNER Anderson Holdings SOIL DESCRIPTION REPORT Page 2 of 2 _
A
PARCEL I.D. #
Boring # Horizon) Depth I Dominant Color Motues Texture I Structure Consistence 18ouxiary I Roots Bed DTft2
in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. B
3 1 0-12 10 r3 2 none 1 2c 1 mfr cs if n .3
2 12-2 10yr4/3 none sil lfgr mfr cs if .2 .3
Ground 3 21-4 10yr4/6 none S Osg ml gw na .7 .8
elev. ft 4 41-6 10yr5/3 c2D
7.5yr5LEI sil M na w na n .2
Depth to 5 168-1--0 7.5yr4/6 none Co S Osg ml na na .7 .8
limiting
factor
41"
Remarks: Lot #5
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft. ~
Depth to
limiting
factor
i
Remarks:
SBD-8330(R.05/92)
r • FORM NO. 985•A
Stock No. 26273 .tf~q
/OGL ~o -'Loo S' F~®
.4fJia/,&W1l F~~ ~gg~ ® C
LUG z`r 1sQ~ 17 ~3;'~C'~ crJ NNE~~'
Nw~~ 520618 ZG ya a~ NC JP~ESS~to ~Ee' i~
CERTIFIED SURVEY MAP N 618 S~
VOLUME (10 , PAGE 2807
PART OF THE NW 1 /4-NW 1 /4 & NE 1/4-NW 1/40
SECTION 23, TOWNSHIP 29 NORTH, RANGE 19 WEST,
TOWN OF HUDSON, ST. CROIX COUNTY, WISCONSIN
BEING LOT 1, C.S.M. NO. 2778 NORTHWEST CORNER
Z EC.23, T29N, R19W
' FND. CO. MON.
A = 69.40119' BEARINGS REFERENCED TO THE NORTH LINE OF
R = 192.75' THE NW 1/4, SEC. 23, T29N, R19W, ASSUMED
L = 234.38' BEARING N 89'06'48" W.
I LC= N 34'57'51.5' E 220.21'
FT= N 69'48 01' E LEGEND
00.074 GOVERNMENT CORNER (AS NOTED)
~
9.3 roN O FOUND 1" IRON PIPE
o~ • FOUND 3/4" RE-BAR
z r mopes "X24" REBAR :a
PROVE®
O SET, 3/4
cn WEIGHING 1.502 LBS.
rv D d PER LINEAL FOOT.
:n ro x t_n cn (,0
m N
• w N bU 3
(,z W •'94
` ` o lco
m m Da rn SCALE:1 "=300'
a n 3 0
M ~ nA ` 0'. CROIX COUNTY
0 300' 600' m ;9;;,y~f9.i12nsive Plannic
IQ 310.61,,30' ETBACK 1~ ` e r,
z Zoning and
IZ Pi 13.796. 0' S~JBP K in Fa:'ks Committee
Z
z 7!u, 1; r' w PREPARED FOR £
ro w •o. Z W not rocorded
ERT A. ANDERSON <
I N - No 0 NORFLEX DRIVE 4-will- 30' "y§ 6f
I• UDSON, MA 54016
I~0 '1#+"aaV~ d8t@
N c^ E. LI NW-NW IP 'R"V'S;r Shah die
6~$PGK c~ It/] ~t" ,,,AAA;
IE •
I ~ I. I~ ~ 30 5 c^ I~
N N w IiV
o
H IC] ~ I~ z
6 ~ to co
18.~
o dc^ z
ly DRAFTED BY: D.M.C.
296,94'
I. y
315.71 30' SETBACK If-. v `oa Z'm
-17
~ N• o
Z O S/jf~tlf
z 0D
10
m .n r
„ N o ~
N ez cn cn a * : •pON '
r w AL fU D O~ Ja
N a a O n CLAR °
I - K
A y S-1580
k
MENOMONIE, . f
3 ;N wb 'a ~~i t
rv o r~ rnO~ WI
41
.D r cNn a A = 20.57'08' +''3j Y~~~°rw~.aN"~~•~
D R = 460.00' eURIJ
w A L = 168.21'
LC= N 80.16'35' E 167.28'
BT= N 69.48'01' E p
FT= S 89.14'51' E 7-,.2Z
NORTH 1/4 CORNER
sD' SETBACK N ~ SEC.23, T29N, R19W
l~
S 00.30'09' W 1062.83' v w FND. 2" I. PIPE
- m o
P4 IP' 0)
- - _S0010222 \,IW 01.
UNPLATTED LANDS
I6 ,
CEDAR CORPORATION
604 WILSON AVENUE
MENOMONIE, W154751
(715) 235-9081
PAGE / OF a
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