HomeMy WebLinkAbout036-1081-20-200 Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labonand Human Relations
Division of Safety&Buildings in accord with ILHR 83.05,Wis. Adm. Code
COUNTY
St. Croix
Attach complete site plan on paper not less than S 1/2 x 11 inches in size. Plan must include,but
not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.#
��u�
dimensioned,north arrow,and location and distance to nearest road. 3 �°`v
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION Jno GG�Y DATE
PROPERTY OWNER: PROPERTY LOCATION � &A/
Joseph U]-rich Va.LOT M-1 1/4'TTF, 1/4,S32. T31 N,h 17 X(or)W
PROPERTY IOW��ER S MAILING ADDRESS 2 BLOCK# SUBD.NAME OR CSM#_G 12� l
1555 44 '7 n/a n/a /CITY,STATE ZIP CODE PHONE NUMBER Y []VILLAGE ❑fOWN NEAR ST ROAD
New Richmond, WI. 54017 (715) 2.46-6948 Stanton I TT y. #64
[xkNew Construction Use [:4 Residential/Number of bedrooms 3 [ ] Addit'on tQ e�Cisting buildin
L ] Replacement [ I Public or commercial describe p �d
Code derived daily flow 450 gpd Recommended design loading rate n/P bed,gpd/ft2 •3 ench,gp
Absorption area required n/P bed,ft2 375 trench,ft2 Maximum design loading rate n/gybed,gpd/ft2 •3 trench,gpd/ft2
P �
Recommended infiltration surface elevation(s) 102.00 ft (as referred to site plan benchmark)
Additional design/site considerations
Parent material glacial till _Flood plain elevation,if applicable n/a ft
S=Suitable for system CONVENTIONAL I MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable fors stem El S 29U JgS ❑U I [Is )qsI U EIS )O U ❑S EJ ❑S x®U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
Boring# Horizon in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Tre&
l 1 0-10 10 r3/3 none L. 2/m/sbT; mfr G/w 2/f .5 .6
2 10-21 10yr5/4 none sil. 1/f/sbk mfr F,/W 1/f .2 .3
t
Ground 3 2.1-39 10yr4/4 none sl. 2/m/sbk mvfr g/w 1/f .5 .6
lev
101.00% 4 39-52 7.5yr4/4 c2d 7.5yr5/6 sl. 1/f/sbk mfr n/a n/a .2 : .3
Depth to
limiting
factor
39
Remarks:
Boring# Oyr3/3 none L. 2_./m/gr mvfr g
1 10-12 1 /w 2/f •5 .6
`<y2 2 12-24 10yr4/4 none sil. 1/f/sbk mfr g/w 1/f .2 .3
3 24-38 7.5yr4/4 none ST. 1/f/sbk mfr g/w 1/f .4 .5
Ground
elev. 4 38-50 7.5yr4/4 c2d 7.5yr5/6 sl. M na/ .3 1 .4
101.00ft. 9
Depth to
1_'limiting 38ctor !
tv
Remarks:
CST Name:—Please Print 715P�P+e6-620
Gary L. Steel
Address: 1554 2 t . AV.e, Ne Richmond, W1. 54017
Date:
Signature: 4-23-93 2298 tuber:
PROPERTYOWNER_Joseph Ulrich SOIL DESCRIPTION REPORT Page 2 of"
PARCEL I.D.# T '
Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trerxh
h tL`+ iti L. /m/sbk mvfr /[1 2 f .5
=4 1 0-7 10yr3/?., none ? r
3 g
`" 2 7-19 10yr4 4 none sil. J./f/sb;.c mvf_r w 1/f .2
Ground 3 19-38 7.5yr4/4 none sl. 2/m/sbk mvfr g/w 1/f .5 .6
elev.
99.75ft. 4 38-67 7.5yr4/6 c2d 7.5yr5/8 sl. rf - n/a n/a n/a
Depth to
limiting
ctor
Remarks:
Boring#
fi..
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring#
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring#
M
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
STEEL'S SOIL SERVICE
t554 26001. Av
Gary L. Steel
Joseph. Ulrich
C.S.T. 2298 , , New Richmond, WI 54017
MPRSW-3254 D 1`1F S32-T311`?-R17L� (715) 246-6200
town of Stanton
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Parcel #: 036-1081-20-200 04/27/2007 10:36 AM
PAGE 1 OF 1
Alt. Parcel#: 32.31.17.497B 036-TOWN OF STANTON
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-CELLOTTI, MARK T&KATHIE A
MARK T& KATHIE A CELLOTTI
2245 205TH AVE
DEER PARK WI 54007
Districts: SC = School SP= Special Property Address(es): '=Primary
Type Dist# Description ' 1851 HWY 63
SC 3962 NEW RICHMOND
SP 8020 UPPER WILLOW REHAB DIST
SP 1700 WITC
Legal Description: Acres: 10.510 Plat: N/A-NOT AVAILABLE
SEC 32 T31 N R1 7W PT NW NE BEING LOT 3 OF Block/Condo Bldg:
CSM 9/2617 10.51 ACRES
Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
32-31N-17W
Notes: Parcel History:
Date Doc# Vol/Page Type
09/17/1999 610488 1457/049 WD
07/23/1997 1057/436 WD
2007 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 05/06/2003
Description Class Acres Land Improve Total State Reason
COMMERCIAL G2 10.510 35,000 35,000 70,000 NO
Totals for 2007:
General Property 10.510 35,000 35,000 70,000
Woodland 0.000 0 0
Totals for 2006:
General Property 10.510 35,000 35,000 70,000
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
u
�)2—
498884
CERTIFIED SURVEY MAP
LOCATED IN THE NW 1/4 OF THE NE V4, SECTION 32t T31N, R17W, TOWN OF STANTON
ACCESS EASEMENT ST. CROIX COUNTY, WISCONSIN PREPARED FORA
DETAIL JOE ULRICH
N 890 45'00"E
33.00' 33.00.1, NOTE' THIS MAP IS A SUBDIVISION
0
C, 0 OF LOT I OF THE CERTIFIED SURVEY
9 d 0 01: MAP VOL. 9 , PG, 2491.
0 0 -
I tO U) 01 a)
0
N8904 COO" E 0
NI/4 CORNER S. TH. "64" NORTH LINE OF THE NE 1/4
SECTION 32 NE CORNER
W, IRON PIPE FOUND) W SECTION 32
N89•-50'46"E 2645.78' CO MON, FOUND)
102.98' ..... 2542.80'
N 89045'00"E 669.16'
N 89045'00'E
Rt -
ACCESS EsT.
It 184.87' 242,16
SEE DETAImL 427.00
a 0-0 N�-I -- BUILDING sErI94CKI��**
Z 0 2 LOT 0 0 LINE.
6
0
0.
co 0 0
o I! m 0 U) 0
K)
0) z HOUSE in -BARN a) z
soptic
W • S89045'00"W
42 7.00' Lj '�
Q; / W
-j: SHED
Z : L 0 T 3 _j
0 (L
m 10.5 1 ACRES 0
Li 0
0 0 1 457,979 qO.FT) z
0 (0 10.4 8 AC. EXC.EASEMENT U)
K) (456,329. SO,Fr)
S 890 50' 46"W 854.00'
A
\N
UNPLATTED LANDS
LOT 2 AREAS
3.35 ACRES
(145,751 SO.FT.)
3.31 AC. EXC. EASEMENT.
NOTE; BEARINGS ARE REFERENCED TO (144,101 SO. FT.I
THE ORTH LINE OF THE NE 1/4.
(RECORD SEARING)
APPROVED
0 2 SET I" X 24 " IRON PIPE WEIGHING MY I
1.13 LBS PER LINEAR Poor.
I " IRON PIPE FOUND, ST, CFKAX cluu JAM ES M.
W"E,3
Comprehensive Plf. S - 1304
Zonkv
ga and SPRING VALLEY
10
Parks COmfritt* Wis.e
ZZ7
Ilk A
if not recorded %0:4,1 Q K, 'nk'l
within 30 dsy8 Qt u 40
approval date
SCALE 1 200' aWOvOl SM*AWES M. WEBER 9 - 1804
V GATED
&
DO
100' 200' 400' 600'
SHEET I OF 2
93 - 45 THIS INSTRUMENT DRAFTED BY -J.W.
VOLUME 9 PAGE 2617