HomeMy WebLinkAbout032-2014-60-100 Wisconsin'Department of Industry, SOIL AND SITE EVALUATION REPO 5 Page 1 of 3
Labor and Human Relations
Division of Safety&Buildings in accord with ILHR 83.05,Wis. Adm. Code
�i COUNTY
(J� Yt,c0 YI.J
Attach complete site pan 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. 032-2014-60 ..w ,++'00
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION • IEW D BY DATE
II. isl. cr s 1..
PROPERTY OWNER: ` PROPERTY LOCATION < `i A3 A i t)
Bruc 4,430 S�� 1,,e...., GOVT.LOT NWr 114 Nw 1/4,S 4,T___39 ,N,R 19 j°r)W
PROPERTY OWNER':S MAILING ADDRESS L LOT# BLOCK# SUBD.NAME 03/GSM# , 1�j(3,3�,S 505 Valle View Trl. (/ B na na lot #'s j- ct t change
Valley
CITY,STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE ETOWN NEAREST ROAD
Houlton, WI. 54082 ( 715 549-5614 Somerset 50th. st.
[4 New Construction Use [x] Residential/Number of bedrooms 4 [ ] Addition to existing building
[ ] Replacement [ ] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate .4 bed,gpd/ft2 .5 trench,gpd/ft2
Absorption area required 500 bed,ft2 500 trench,ft2 Maximum design loading rate .4 bed,gpd/ft2 .5 trench,gpd/ft2
Recommended infiltration surface elevation(s) 102.85 ft (as referred to site plan benchmark)
Additional design/site considerations system based on contour line undulating ground of 101.85'
Parent material glacial drift 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 , ❑S Cl U ®S ❑U ❑S au ❑S f7 U ❑S El U ❑S au
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2
Boring# Horizon in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench
1 0-10 10yr4/3 none sl 2mgr mfr cs if .5 .4
" l ::'
: :' 2 10-18 10yr4/4 none sl lcsbk mfr gw if .4 .5
Ground 3 18-27 5yr4/4 none sl lcsbk mfr gw na .4 .5
elev.
102.35ft. 4 27-50 5yr4/4 c2d 7.5yr5/6 sl M na na na .3 .4
Depth to
limiting
factg2r7
Remarks:
Boring#
1 0-13 10yr4/3 none sil 2msbk mfr cs if .5 .6
2 2 13-24 10yr4/4 none sil 2msbk mfr gw if .5 .g
3 24-28 10yr4/4 none sil lcsbk mfr gw if .2 .3
Ground
elev. 4 23-3S 10yr4/4 c2d 7.5yr5/6 sicl M na gw na np .2
102.65ft.
Depth to 5 35-50 5yr4/4 none scl M naf ` j\ \r 8.!na np .2
limiting \, \
fact!R8 :,'f<9,,,..,/)
Remarks: ` car,,r rI
CST Name:--Please Print Gary L. Steel Phone: 715-246 620Q v4VG 'j 1
Address: 1554 200th. v ., New RichJn, d WI 54017 y
Signature: /}_,_A k grdare Date: 5-8-98 k„ aSt< ip�ber;tr►02298 •
1
PROPERTY OWNER Bruce Wang SOIL DESCRIPTION REPORT Page 2'1of
PARCEL I.D.# Q32-2014-60
Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft�
in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench
1 0-11 10yr3/3 none sil 2msbk mfr cs 1f .5 .6
3
,........... 2 11-22 10yr4/4 none sl lcsbk mfr gw if .4 .5
Ground 3 22-33 7.5yr4/4 none sl lcsbk mfr gw na .4 .5
elev.
100.33t. 4 33-45 7.5yr4/4 c2d 7.5yr5/8 scl M na gw na np .2
Depth to 5 45-55 10yr5/4 c2d &.5yr5/8 sil M na na no np .2
limiting
factor
33"
Remarks:
Boring#
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring#
Ground
elev.
ft. -
Depth to -
limiting
factor
Remarks:
Boring#
•
•
..................
.................
.................
Iii .......n:�n:....
Ground .
elev.
ft. .
Depth to • - -
limiting
factor -
Remarks:
SBD-8330(R.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
CSTM2298 Bruce Wang New Richmond, WI 54017
MPRSW-3254 NANW4 S4-T3ON-R19W f (715) 246-6200
town of Somerset
tlot-B Iv�l r�! Q L0 ('
N `�,
1"=40'
BM.= nail in Boxelder tree @ el. 100'
Alt. BM.= nail in Boxelder tree @ el. 105.15'
5Z2 to
v'/
VA'
3
h-L A e_ 36) (
re‘r Lill I
Cl d tvvt vo ems. 2rJ`f
�ri4 iS t'e- � �
ijk
1'
'_....,,7:g41 ge/e-&"
Gary L. Steel
5-8-98
Parcel #: 032-2014-60-100 01/31/2005 07:44 AM
PAGE 1 OF 1
Alt.Parcel#: 4.30.19.523A-10 032-TOWN OF SOMERSET
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
*LABOSSIERE, LOUIS R&MARJORIE M
LOUIS R&MARJORIE M LABOSSIERE
3653 HIGHLAND AVE
WHITE BEAR LAKE MN 55110
Districts: SC= School SP=Special Property Address(es): *=Primary
Type Dist# Description
SC 5432 SCH D OF SOMERSET
SP 1700 WITC
Legal Description: Acres: 7.398 Plat: 0739-CSM 1 5 5
SEC 4 T3ON R19W NW NW BEING LOT 6 CSM Block/Condo Bldg: LOT 6
13/3525
Tract(s): (Sec- n-R 401/4 160 1/4)
04-30N-19W
Notes: Parcel History:
Date Doc# Vol/Page Type
11/06/2001 661245 1755/482 WD
10/20/1998 589514 1367/586 WD
10/19/1998 589321 1367/22 WD
2004 SUMMARY Bill#: Fair Market Value: Assessed with:
10676 17,500
Valuations: Last Changed: 07/14/2004
Description Class Acres Land Improve Total State Reason
UNDEVELOPED G5 7.398 14,800 0 14,800 NO
Totals for 2004:
General Property 7.398 14,800 0 14,800
Woodland 0.000 0 0
Totals for 2003:
General Property 7.398 29,600 0 29,600
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'-
r1(9'�-Cr6 N cb I •�
s FILED do
SEP 3 0 1998 ► NOV 1 71998 •
17 KATHLEENH,WALSH �� ST.CROIX COUNTY
5 S 811 Regular(Deeds
V StCroIxCo.,WI SURVEYOR'S RECORD .
v _
CERTIFIED SURVEY MAP
Bonnie Lind
Part of the orthwest the Northwest 1/4 and of the Northeast 1/4
of the Northwest 1/4 of Section 4 T 30 N, R 19 W, Town of Somerset,
LEGEND St. Croix County,Wisconsin.
O INDICATES/"x 24"/RON PIPE SET sG�'m /
(M/N.WT.-/:/3LBS./L/N.FT.) OWNER'S ADDRESS-
• INDICATES/"IRON PIPE FOUND 743'LUND ST Na
A INDICATES 5/8"/RON BAR FOUND HUDSON, WI.
4- COUNTY SURVEYOR'S MONUMENT Note: These three parcels comply with the St. Croix County
(R= ) RECORDED AS net project area requirement.
,% I/2 ACRE MIN.CONTIGUOUS BLDG. TOP j%RON PIPE LOT '
EL.s/O0.00(ASSUMEDJ 322,260 S0.FT.OR 7.39BACRES INCL.R/W
AREA W/LESS THAN 19%SLOPES _� 1372.29' 295,799 SQ FT.OR 6.791 ACRES EXCL.R/W
x SOIL BORING ----N 88°23'34"E 2/03.20'---- NORTH//4 CORNER
UNPLAT,TED 'g WA ERf�L.;8?9
(727/9B) LANDS SEC.4,TJON,R/9W,
NORTHWEST CORNER w, M "> 0$ SO(/TNEAST CORNER
SECTION 4, T3ON,R191V ''' M1 L�--� 106' SECTION J4,T3/N,R/9 W
— "�✓}UNPLATTEO POND LAND--F1.--z-------4�c ' ,,�j. 5--21;-;
3.�. — �.- _
NN.
�-- �- ,.� 4 s•544./.�; J 0I . 323.38'
8?B``/7,..t:•......c.... . - �� ---650./lb's._ 6�°�' ..t� / t?5�46B°4B'43"E
!n N // '' NORTt/LINE NW/J4 SECT/ON 4 T
1 / DRY I ---/478.37'-;- ,4 X444. • - 'p
• Qo 5= T/ON CORNER/S2.8'= �,,�A 0 o•• i 3• L• SJB-... W?6/.97'
k ZI 011 S•UTH OFSOUTHERLY R/W l 0 y�,o,1 �(�oy��� �e�i� +8 W J
al `POND / e LOT 6 do �1 g ���„_�b 1
pt S =ACKLINE ) • e �J� SJe°4(.,7"W
BOTT.EL.:90.8 t0 7 'Pd. h* p ti c .9:2, ' - - y ywx08
�1 (7/27/981 3 4�. ��? �I N';SURV.._
Q „ AFT s,•"0„ J '661I�^ll A -_
tI a1 Ist A r ..!...r•--1,-,,,,p �Oea? �
i O `f I (i,1, i �_ ,--..v,41.19 04 . », '� .r.
?Milt SQ.FT.OR 17 291 ACRES INCL.R/W N e� •:F.. 0484 bsc 41. .,' `t ;•S; ,. t.
;I '0, 748;7913 SQ.FT 1 /9 AC' E//X/CL.R/W O v4' /�/�,�t�k. . s 0 ' `85i541038T'�
• ZOO,/ i " MAP
WI \ / .�,�o•f 0 _� •• / N58°l233 W
WI I � '
W1ZI 1 +t • 4'6' ;1... , 53.00 OL /
z I ■ WEST LINE NW//4 ' ? s?' 6' '�/ I ` APP
ccI >I a i N� c.."1. � � ��r el f.
ill
s '00. 7..1 I9 �X�wvssEG4l
I SECTION 4 N J .�
WI io "Y1 ,x ? py` QC `/33.°°.' s•io ?�
01 1 0231 „ Jy19f 6,y cp IV .4), •P•s o�, ,i; LOT 3 :,..•.:;
5 se 8P2'
41'6'..,,,.'4"(p4/ �';.t1. J'• Jo,'..�' ,rte, Ati►C
kit cse2 •kr ` / .tQ4.1,t I ,• el ifrit
a. �� LOT .��?s �,, o/ ,p ��'r�' a; :;,$n:x QI S?` 498,986 SQ.FT.OR 11.45CL.R/w x?;, 3F t `
N., 0 485,209 Q.FT,OR 11.l39ACRES.EXCL.R/W "E. ••7JOOA
-.I 3 a f/ : ,O a9 �N4,0
NOTE-
WI N? < p O�•-• r� co A�GNMENT OF 5010 ST.is
rzl V' ' 1/,. '' .., �. AS PER AD✓O/N/NG CS.M.s
W1 al 0 1 - ry1 LOT? SCALE IN FEET 441°574." 1"+300'
2I Z v c o 1
1
Cl)I ei °' �( M O o ' , 50 100 200 300 600
I b .C_ •�,.. V.--
.•• •• w o. BEARINGS ARE REFERENCED TO THE NORTH
'p LINE OF THE N // OF SECT/ON 4,ASSUMED
�I \ .j •)l'• 1J. -.. M,' BEARING KBB�t1 sl.e.
O Wi 1 ` • '10 /1D - "64' , .�i O
JI _I c +r - R
li p1 0l `•'".•5 •rgn y,16 B��Ifle' "U'� L" Dated: August 14, 1998
�I ,1 •;5' "� 46' '�35' v�.' ç 1 •
E O. "Revised this 28th day of Sept.
cWil 5 69''' '11. I �. i F,PO,. `,��>>Nrlteetr��� 1998."
/ o I 5: '��C. von- a� • �,�.•% SC O NS ••
s /4, 'IV _.
/
"It
. • At fE� pi` +•LA 4 e -
`° pts ' W MUR cc •
Gj ' UN-�' 8111 : m •Hy i •
I, { , - � 171 : I .
1g
WEST//4 CORNER ' ) % RI' - - FAL,S,..•" i
SECT/ON 4,T30N,R/9W s ;•• , •
t (MON../S 4'BELOW SURFACE, �i ••,...W, % �� •
SET/"IRON PIPEATSURFACE) °Aj 9� J �� S•
This Ins ru en Drafted W. ,,,_ •�A N 0``'0 SHEET / OF 3�_
t m t D afted by Mork Peovey S E
Vol.13 Page 3525 ^-.
•