HomeMy WebLinkAbout038-1071-30-300 LaJVrn�Departmenttions Industry, SOIL AND SITE EVALUATION REPORT(X, Page 1 of 3
.labor and Human Relations
bivision of Safety&Buildings
? in accord with ILHR 83.05, Wis. Adm: Cod /6Tll
w=je��1,..�0' . _ � ��han8 L � & , COUNTY 0
Attach complete site Ian on
P p per not les 11 inches ig size. Plan must include,but St. Croix
not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCFl I n k-- �
dimensioned, north arrow,and location and distanc res ad; 038-1071-30- 1�°t
APPLICANT INFORMATION-PLEASE lift WT,ION EVI ATE
PROPERTY OWNER:
PROPERTY LOCATION ✓
OT SE 1/4 NE 1/4,S 17 T 31 LGI N R^
PROPERTY OWNERS AILINGADDRES `I 18 xC�(or)W
- OT# BLOCK# SUBD.NA I X C5M�'
2721 Division St. N. -= MAY 2 7 1998 4 O csm
CITY,STATE ZIP C ;l :�i PHON'ETNO ITY ❑VILLAGE MOWN NEAREST ROAD
N. St. Paul, M. 55 ( 61 73/- Star
[A New Construction Use [ Residenti /`l'' ''� 2
J ] Replacement [ j Public or com �A69 r [ ] Addition to existing building
Code derived daily flow 300gpd Recommended design loading rate •4 bed,gpd/ft2 -5 trench,gpd/ft2
Absorption area required 250 bed,ft2 250 trench,ft2 Maximum design loading rate .4 bed,gpd/ft2 .5 trench,gpd/ft2
Recommended infiltration surface elevation(s) 101.85' ft (as referred to site plan benchmark)
Additional design/site considerations system el. based on contour line of e1 100,851
Parent material ei t+ed Cf ar i a i drift Flood plain elevation, if applicable ft
na
S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable fors stem [IS ®U ®S ❑U [Is ®U ❑S M U ❑S ®U ❑S ®U
SOIL DESCRIPTION REPORT
Boring# Horizon Depth Dominant Color Mottles Texture Structure GPD/ft
in. Munsell Qu.Sz.Cont.Color Consistence Boundary Roots
Gr. Sz. Sh. Bed Trench
1-- l 0-8 10 r3/3 none sl 2msbk mfr cs 2f �.4 5
.6
2 8-25 10yr4/3 none sl lcsbk mfr
gw if .5
Ground 3 25-4 7.5yr4/4 none scl lcsbk mfr gw if .2 ,3
el . 4 40-6 5yr4/4 wet
102.1!k. scl lcsbk mfr na na .2 .3
Depth to
limiting
factor
40,,
Remarks:
Boring#
1 0-10 10yr3/3 none sl 2msbk mfr cs 2f .5 .6
2 2 10-27 10yr4/3 none sl lcsbk mfr GW 1f .4 .5
3 27-6 5yr4/4 c2d 7.5yr5/6
Ground sl lcsbk mfi na na .4 .5
elev.
101.9 ft.
Depth to
limiting
factor
27"
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200t e. New Ri mond WI 017
Signature: >'
16 v' Date: 5-20-98 CST Number: m02298
PROPERTY OWNER
John Luger SOIL DESCRIPTION REPORT Paget ,,of 3
PARCEL I.D. 038-1071-30
Structure Roots GPD/ft
ff341-60 th Dominant Color Mottles Texture Consistence Boundary Bed Trench
Boring# Munsell Qu.Sz.Cont Color Gr. Sz. Sh.
2 10yr3/3 none sl 2mgr mvfr gw 41 10yr4/4 none sl lcsbk mfr gw if .4 •5
Gro 7.5yr4/4 wet sl lcsbk mfr na na .4 .5
Ground
elev.
99.15ft.
Depth to
limiting
factor
41"
Remarks:
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
Remarks:
e.nn oe�niQ n�/071
STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
CSTM2298 John Luger
MPRSW-3254 SE4NE4 S17-T31N-R18W New Richmond, WI 54017
town of Star Prarie (715) 246-6200
lot #4-csm
1"=40'
BM.= top of SW lot stake C el. 100'
Alt. BM.= nail in Elm tree el. 100.65'
14 Vo
z
a 0
4
60,70 I�
13 fA :3
GAry L. Steel
5-20-98
Parcel #: 038-1071-30-300
08/15/2005 10:50 AM
Alt. Parcel#: 17.31.18.296A-30 PAGE 1 OF 1
Current X 038-TOWN OF STAR PRAIRIE
Creation Date Historical Date Map# Sales Area Application# Permit# CROIX
Permit COUNTY WISCONSIN
00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
JOHN L&CYNTHIA M PETERSON O-PETERSON,JOHN L&CYNTHIA M
2351 110TH ST
NEW RICHMOND WI 54017
Districts: SC=School SP=Special Property Address(es): '=Primary
Type Dist# Description
SC 5432 SCH D OF SOMERSET
SP 8050 SQUAW LAKE RHAB&MANAGE
SP 1700 WITC
Legal Description: Acres: 1.450 Plat: 0730-CSM 12/3514
SEC 17 T31N R18W SE NE BEING LOT 4 CSM
12/3514 Block/Condo Bldg: LOT 4
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
17-31 N-1 8W
Notes:
Parcel History:
Date Doc# Vol/Page Type
05/28/2003 723107 2255/019 WD
06/12/2000 624641 1518/270 TD
05/23/2000 623509 1513/82 QC
05/23/2000 623509 1513/82 QC
2005 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations:
Last Changed: 10/13/2004
Description Class Acres Land Improve p Total State Reason
RESIDENTIAL G1
1.450 28,200 0 28,200 NO
Totals for 2005:
General Property 1.450 28,200 200 0 28,
Woodland 0.000 0 0
Totals for 2004:
General Property 1.450 28,200 0 28,200
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0
Certification Date: Batch#:
Specials:
User Special Code
Category Amount
Special Assessments
Total 0.00 Special Chaes 0 00 Delinquent Charges
0.00
FILE N@Np
e
at SEP 0 4 1998 0
KATHLEEN H.wALSH C � ."
Regcister ro of fxcoy wt Deeds `' 2 3 1998 `
586615 6 SL s
a 6' SUR EYQR S 0UNTV
� RECQRD
CL1__RTlF_lED SURVEY M,qR
Located in the Southeast quarter of the Northeast quarter of Section 17,
Township 31 North, Range 18 West, Town of Star Prair"e, St. Croix
County, Wisconsin. Northeast corner
6 6' I N o Section 17
(Z" Iron pipe set,
I o see note.)
Q S 88'27'47"E 314.51 ' -
211P m a 269.49' 45.0 I Owner:
I John Luger
- - 2 ILO T . 4 1 6 6 I 2721 Division St.N.
�0 qr� I N. St.Paul, Mn
I I 62944 Sq.Ft. (1 .45 ac.) �I I 55109
N Including right-of-way. 'o
Cn
54227 Sq.Ft. (1 .25 ac.) I
— — --I Excluding right-of-way. CU (14
CrU
I S 88'52'26 E
I /.65 I
LU
Cr
OT 3 r :�rY�y�rei�an +velannir�y
. — Lorin and
63390 Sq.F t (1 .46 ac.) � �% • —±t=cric�t;r�rnrnitt�E
Including right-of-way. I °o
it not iTwitiled
_ ° I 54901 Sq.Ft. (1 .26 ac..� m m whinya at
14 N Excluding right N I aMovaldate
o 4 c� t� . . 10 .+ vprovai shah be
null and void
CD
c
� m � I
2 _ >Y N, 1� m �i ;
I 01 S 88'52'26"E 290.50' Iw w I ` '
I5 •:°.. W a 252.40 Ioi38./ %
m " I
FN > LOT 2 m
59874 Sq.Ft. (1 .38 ac.) 10 °
Z1U) U)Including right-of-way °
52177 Sq.Ft. (1 .20 ac.) o I I
UL N
Irl N Excludin right-of-way.- �N
z
W
CC
- - - o
� o m
M _j
I S 88'39'10"E 276. 15'
LLJ
241. 134.5
lL 6 7T 1 I s s' I L
56840 Sq.Ft. (1 .300 ac.) I W
`t 3
616' °. Including right-of-way. of °o
49890 Sq. Ft.. 0 . 15ac.)cul =i ;.:•
— — — — —1 N Excluding right-of-way.N1
S88°25'55"E'
p-
4.9//.00'
I
230.73' �1131.odg 4f - N 88'25'55"W 261.79' -4 —
West quarter cor, East quarter cor.
Berntsen monu- " ... :: .:......... I 6 6 Section 17, (see 1
ment. found.
note).
Bearings referenced to the East-West quarter
section line, assumed N8$025155 11W ~'
This instrument drafted by 71 4972569
t VOLUME 12 PAGE 3514 `,.