HomeMy WebLinkAbout020-1363-05-000
r
Bureau at Integrated Servkes in accordance with s. ILHR 83.09, Wis. Adm. Code
t~
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County
include, but not limited to: vertical and horizontal reference point (BM), diro'ction and .3 r o t }f
percent slope, scale or dimensions, north arrow, and location and distance to nearest road Parcel I.D. #
OW-13&3-~5
APPLICANT INFORMATION -Please print all informatid►%..' Tsui ny Date
Personal infonnatbn t ~h
you provide may be used for secondary purposes (Privacy Law, 15.b4 (12, m)). J,, i •u ~ 9
Property Omer . -Property L f ;
U3 2 G r r, ~ 1 ~ VG: Lot '`t)*JW 1/4,S Z 7T 2J,N,R S4ei~.W
Property Owner's Mailing Address Lot ubd. Name or CSM#
i l taGL h Qf S S h {J t4 5 1 r%eS S~ f` ,r
City State Zip Code Phone Number ❑ qty ❑ Villa Town Nearest Road
10~ er SS082 c ) y30- )SU,3 , > T I
New Construction Use: ❑ Residential / Number of bedrooms Addition to existing building
❑ Replacement Public or commercial - Describe:
Code derived daily f owti _n Vnu-a 0, gpd Recommended design loading rate bed, gpd/ft2 .f trench, gpd/ft2
Absorption area required bed, ft2 trench, ft 2 Maximum design loading rate -A_bed, gpd/ft2 L s trench, gpd4P
Recommended infiltration surface elevation(s) + d 2 ft (as referred to site plan benchmark)
Additional desiosite considerations e
Parent material I n f 5!5 j, u en n i UI t' Flood plain elevation, if applicable _r) _ _ft
LU: Suitable for system Conventional Mound In-Ground Pr~ure AT-Grade System in Fill Holding Tank
Unsuitable f o r system On so U US ❑ u R1 s❑ u ® s ❑ U El S M U ❑ S 1 U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/1`12
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
~ ~ ~~t2 Its r '1 c~n~r ~.Rs ,S' ,L
r~ ter
Ground S 31-53 lR r 5 Us
elev.
U.1-01t. U 53-% 7,5-'r - 1 vas r~S r t.. '
Depth to 7.5 ! SX -5 V-1
limiting
factor
~lt~o in.
Remarks:
Boring #
U
Ground [a "7, Syr 5f _ s l< i t,l ,S
Depth to
limiting
factor
';~1ain. Remarks: 1011)P_3 U ~ W-,S 725Y;/4'
CST Name (Please Print) * ! Signature Telephone No.
hDrnr. S C IY. Sbh 71S -2Lf5c~
Address Date CST Number
1 3 2 2 v S f e Rfc4t~on q 912~'~9'9 27-7 3 82
pROpE OWNER R SOIL DESCRIPTION REPORT
Page 2 of 3
PARCEL LDI
Boring # Horizon Depth Dominant Color Mottles
in. Munsell Qu. Sz. Cont Color Texture GSttia Sh. Consistence Boundary Roots GVD/ft2
~ Bed Trench
Z ~~-pp~.G /,g r - gsri r~sb~,' t*i f C 5 I , 5 '
Ground 3 i*r' 7 0 t S (i 1 is o~ S lr m df r C S
elev. S
7,r ; _ Sc
~
Depth to 5- W40 7r: r &14 S , 1 ILI
limiting
factor
n. Remarks: le(1540 d J5, 7 , S 744
Boring #
0-1) r- t3fl 1 t; frys6k Fr tw 2 ' ~
2 11-15 51 Ans6V n Pr C5 1~ 5 ; .U
El /V ~
S 1540 to - ~►s I cs .7
.
Ground y0-If f `f S V S
elev.
ft.
Depth to
limiting
factor
in.
Remarks: I. 650-0 Or- I J5 Z-5yr Ig
Horizon Depth Dornirwtt Color Mottles Texture Structure Consistence Boundary Roots
in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
Boring# I 0-13 Iv1 r3 i
~ A nsbk n~r ew ?C S
5 1 13-37 to S<ff - S.ra Mir CS
1 F ,S ~~o
3 3747 /6 r A/ A. amsW m r c5 q: ,5'
Ground y JuU S r - S m - , 7:
.
elev.
n
Depth to
Nmiting
factor
in. Remarks:
Boring #
Ground
elev.
ft
Depth tb
tintlting
factor
i'. Remarks:
SBD-8330 (R. 07/96)
tMVfPQMiAtM AL DY PtSIts
I N
1432 120' STREET, NEW RICHMOND, WISCONSIN
715-246-2454
Tom Nelson
Certified Soil Tester 227397-Registered Sadtmian SR00713
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'Cow r. o
M
~,lv Sla~ Q 1 q a.So
B2 Gy.So
Q s 4 a,L7
SCALE 1" = 40 ' Tam Nelson
BM1. r•vP o~ 2" Par- F•Pe e~e.V 1~a
BM2 Cod OF
3 W I Q+ CURn c2 C140 RQ, q 5
Parcel 020-1363-05-000 02/09/2005 10:36 AM
PAGE 1 OF 1
Alt. Parcel 27.29.19.2142 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
*CPTLLC
CPTLLC
1809 NORTHWESTERN AVE
STILLWATER MN 55082
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 627 COMMERCE DR
SC 2611 SCH D OF HUDSON
SP 1700 WITC
Legal Description: Acres: 2.105 Plat: 1954-EXIT FOUR BUSINESS PARK '99
SEC 27 T29N R19W PT SW SW & SE SW EXIT 4 Block/Condo Bldg: LOT 05
BUSINESS PARK 2.105AC LOT 5
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
27-29N-19W SW SW
Notes: Parcel History:
Date Doc # Vol/Page Type
10/27/1999 612794 7/72 PLAT
2004 SUMMARY Bill Fair Market Value: Assessed with:
50048 47,200
Valuations: Last Changed: 10/30/2001
Description Class Acres Land Improve Total State Reason
COMMERCIAL G2 2.105 36,500 0 36,500 NO
Totals for 2004:
General Property 2.105 36,500 0 36,500
Woodland 0.000 0 0
Totals for 2003:
General Property 2.105 36,500 0 36,500
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
r- iscnsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
L.ibor and Human Relations
Division of Safety & Buildings in a Vrt-HA 83.05, Wis. Adm. Code COUNTY
Attach complete site plan on paper not les(Sll /fix 11 in hes uisfic-Plan must include, but S x
not limited to vertical and horizontal referet (BM), dO, nd 9;?~rfslope, scale or dimensioned, north arrow, and location an ce tOlpoare
11 DATE
APPLICANT INFORMATION-PLEAS T IXI pR T10f1020-1 S'~
PROPERTY OWNER- LC.~ k OPERTY LOCATION G
3 OVT. LOT SE 1/4 SW 1l4,S27 T 29 N,R 19 xANor) W
Isa
PROPERTY OWNERS MA!I-ING ADDRESS LOT # BLOCK # SUED. NAME OR CSM #
342 3rd. Ave. 5 na csm
CITY, STATE ZIP CODE PHO ❑CITY ❑VILLAGEYEfOWN NEAREST ROAD
Clear Lake, WI. 54005 Hudson Brakke Dr.
V15)263-2779
[Jtj New Construction Use [ j Residential ! Number of bedrooms [ ] Addition to existing building
j j Replacement [x Public or commercial describe retail sales and repairs for recreational vehicles
Code derived daily flow 415 gpd Recommended design loading rate • 7 bed, gpd/ft2 -8 trench, gpd/ft2
Absorption area required 593 bed, ft2 519 trench, ft2 Maximum design loading rate • 7 bed, gpd/ft2 •8 trench, gpd/tt2
Recommended infiltration surface elevation(s) orig. =99.96 alt. =98.86 ft (as referred to site plan benchmark)
Additional design/ site considerations 2500 Sq. ' retail area, 6 employees, 4 floor urairi5
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 for svstem xp~s ❑ U I M0 U ~S O U I B S ❑ U ❑ S M ❑ S M
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Bound3y Roots GPD/ft
Boring # Horizon in. Munsell Gu. Sz. Cont. Color Gr. Sz. Sh. Bed Trertdl
1 -6 10 r3/3 none sl 2m r mfr 2f .5 .6
?:>4 2 -30 7.5yr4/6 none is Osg mvfr gw if .7 .8
Ground 3 0-84 7.5yr5/4 none S Osg ml na na .7 .8
elev.
101.86 ft.
Depth to
limiting
factor
+84"
Remarks: -
Boring #
1 ~1-4 10yr3/3 none sl 2msbk mfr 9-V 2f .5 .6
^i? 2` 2 -12 7.5yr4/6 none sl 2msbk mvfr gw if .5 .6
3 2-90 7.5yr5/4 none S Osg ml na na .7 .8
Ground
elev.
103.96 ft.
E
Depth to
limiting
f+90 t' 1
Remarks:
CST Name:-Please Print Gary L. Steel Phone. 715-246-6200
Address: 1554 20 h. Ave., New ichmond, WI. 54017
Signature: Date: CST Number:
4-12-95 cstm 02298
=Ezal-
PROPERTYOWNER Recreational vehicle SOVDESCRIPTION REPORT Page2_
PARCEL I.D. # 020-1076-30
Depth Dominant Color Mottles Texture Structure IConsistencel (Roots GPD/ft
Boring # Horizon in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. Botrxiary Bed 1Trench
1 0-6 10 r4/3 none sl 2m r mfr 2f .5 .6
3
2 16-29 7.5yr4/6 none is Osg mvfr gw if .7 .8
Ground 3 29-90 7.5yr4/6 none S Osg ml na na .7 i .8
elev. i
102.96 ft.
Depth to
limiting
factor
+90"
Remarks:
Boring #
1 0-8 10yr3/3 none sl I 2msbk mfr gw 2f .5 .6
4 2 8-31 7.5yr4/4 none sl 2msbk mfr gw if .5 .6
3 31-96 7.5yr4/6 none S Osg ml na na .7 .8 '
Ground
elev.
103.66 ft.
Depth to
limiting
factor
+96"
Remarks:
Boring #
0-7 10yr3/3 none sl 2mgr mvfr gw if .5 ::.6
5 ? 2 7-34 7.5yr4/4 none sl 2mgr mvfr gw if .5 .6
3 34-82 7.5yr4/6 none S Osg ml na na .7 .8
Ground
elev.
101.36ft.
Depth to
limiting
factor
+82"
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting I
factor
Remarks:
SBD-8330(R.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel Recreational Vehicles Sales, INc. 1554 200th Ave.
CSTM2298 SE4SW4 S27-T29N-R19W New Richmond, WI 54017
MPRSW 3254 town of Hudson (715) 246-6200
lot #5
N
1"=40'
BM.= top of NE lot survey stake @ el. 100'
y
ar
+y i i
-F u `Fu N C h1 17.E ` 3 L3 6
l~
sm ~5 ~5
56
3 - I~
Z
r
Gary L. Steel !N S 1j t L Q4
4-12-95
I