HomeMy WebLinkAbout032-1061-50-050 1
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Wisconsin DepatTeentofComae SOIL EVALUATION DEPORT Page 1 of 3
Division of Suety and Buildings ' Torn chmitt
Attach complete ste plan on paper riot less than 8%2 x 11 must C tY m
include,but riot limited W vertcal and takon�rel ererice St.Croix
slope,scale or . ,r� ,and location and
X005 I.D.
P/s�sePtfn#goinfornt on, $ ( R,QfInXCOUNTY R t3y Date �y
tsoriai rtrfonr�ion roa provide may be ured for seoaday proposes( ,s• 5 odd 1�11i'}bFFI CE '0
Property Owner Property Location
BaiBargeon,icon Govt.Lot N€ 19 SW 1/4 S 23 T 31 N R 19 W
Properly Owress M g Address Lad# Bloc:k# S -------
640 200th Ave. 2 CSvl P• g—.-� S
City State Zip Code Phone Number City Village 6e Town Nearest Road -
Somerset Wf 1 54025 715-247-3749 Somerset 205Th Ave
if New Conshiction Use: I✓ ResWentlat I Number of bedroom 3 Code decried design flow rate 450 GPD
Replacement Public or commemiai-Describe:
Parent material Pitted glacial drift Flood plain elevaticxr,N aM*ceble NA
General comments
and : Area is suitable for a conventional system with 0.4 qft rate. Possible system elevation for Area 1 is
(high)962(mid)95.4'(low)94.6. Slope is 8%.
D Boring# Boring
vp Pit Ground Surface elev. 98.70 ft. Depth to limiting factor 97+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
-Ef(#1 -EfT#2
1 0-8 1Oyr3/3 none Is 1csbk mvfr gW 3c,2m .7 1,6
2 8-28 10yr5le none grs Osg ml gW 1vf .7 1.6
3 28-51 7.5yr4/6 none grsl 2msbk mfr gw -- .6 1.0
4 51-97 7.5yr4/4 none grsl 1msbk mfi — .4 .7
l
4
30 (�
Boring# Boring
of Pit Ground Surface e<e+r 9$.72 ft. Depth to!inciting factor 94+ in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
-Eff#1 'Eff#2
1 0-21 1Oyr413 none sl lmsbk mvfr gw 3c,2m -15. . fig-
2 21-28 10yr4/3 none sl 2msbk mfr gw 1vf 6 1.0
3 2&�3 7.5yr4/4 none sl 2msbk mfr gw .6 1.0
4 33-40 7.5yr4ro none Is 1 csbk mvfr cw --- .7 1.6
k 5 40-50 1 Oyr5/6 none sl 2msbk mfr cw ---- 6 1.0
6 50-72 1Oyr6/4 none s Osg ml cs --- .7 1.6
7 72-94 7.5yr4/6 none sl 1csbk mfi -- -- .4 .7
Etkw t#t=BOD 3D a 220 mg/L and TSS>30 a 150 mWL 'Effluent#2=BOD5<30 mg/L and TSS<,0 mg/L
CST Name(Ply Print) Signatures CST Number
Thomas J.Schmitt 227429
Address Tom Schmitt Date Evalualion Conducted Telephone Number
1595 72nd St.,New Richmond,Wl 54017 5/6/05 715-247-2941
41n i+y UaIcttt Ut a,.Uttttttcttiz>,alt UgUUI Uppurtunny SeMCe f.MVIMr anti employer. 11 yOu nmd msistmce tD access serviw!;or
need m*"W in an abmale fOrME Pk=r tm the dMartnent at 60&26&3151 or TTY 60&264-8777.
r .
Property Owner Baillargeon,Ron Parcel ID# Page 2 of 3
H �ng# Baft
Pit Ground Surface eiev. 96.25 ft. Depth to funning factor 95+ in. Soil Application Rate
Horizon Depth Dominant Color Redox[lion Texture Structure Consistence Boundary Roots GODW
"Eff#1 "Eff#2
1 0-5 10yr3J3 none Is 1 csbk mvfr 9w 3c,2m .7 1.6
2 5-14 1£}yr4t4 none sl 2csbk mfr 9w 1vf 6 1.0
3 14-28 10yr4/6 none Is 1csbk mvrr 9w .7 1.6
4 28-44 7.5yr4/6 none Is 1 csbk mvfr Cw --- .7 1.6
5 44-79 10yr5/6 none s 0s9 ml Cw — .7 1.6
6 79-95 7.5yr6/4 none sl 1 csbk mfr — 4 7
Bing# Boring
Pit Ground Surface elev. ft. Depth to limiting facto in. Soil Application Rate
Horizon Depth Dominant Color Redox Descnptm Texture Structure Consistence Boundary Roots
"Eff1 "Eff#2
F-I # Pit Ground Surface elev. ft. Depth to limiting factor in.
Soft Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence
Boundary Roots GPDff
"Eff#1 "Eff#2
Effluent#1=BOD 30 1220 -and TSS>30 s 150 m
g& "Effluent#2 BODS s 3o mgn.and TSS 30 mg/i_
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
rAWd maWW in an aloe fm PkM cmftd the ftmfteut at 609-2665-3151 or TTY 608-264-$777.
Page 3 of 3
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Ron Baillargeon
Thomas J. Schmitt,CST 227429 Address: 640 200th Ave
1595 72nd St. City, State,Zip: Somerset,Wl. 54025
New Richmond, WI. 54017
Phone: 715-247-2941 Subd.Name: CSM
Lot No.: 2
Legal Deserlptlon: NEI/4 SWI/4 S23 T31N R19W
® Backhoe pit Township, County: Somerset, St. Croix
Bench Mark El. 100.00'Top of 2" pvc pipe
0 Alternate Bench Mark El.100.53'Top of 2"pvc pipe
Slope= 8%
Scale In=40'
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Z4,2► io
f
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Parcel #: 032-1061-50-050 03/28/2008 04:18 PM
PAGE 1 OF 1
Alt. Parcel#: 23.31.19.311 B-20 032-TOWN OF SOMERSET
Current X ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
11/06/2006 00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
RONALD A&VICKI S BAILLARGEON O-BAILLARGEON, RONALD A&VICKI S
640 200TH AVE
SOMERSET WI 54025
Districts: SC=School SP=Special Property Address(es): `=Primary
Type Dist# Description "633A 205TH AVE
SC 5432 SOMERSET
SP 1700 WITC
Legal Description: Acres: 5.240 Plat: 5305-CSM 22-5305 032-06
SEC 23 T31 R1 9W PT NE SW CSM 22-5305 Block/Condo Bldg: LOT 02
LOT 2(5.24 AC)
Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
23-31N-19W
Notes: Parcel History:
Date Doc# Vol/Page Type
11/06/2006 838246 22/5305 CSM
09/30/2004 775783 2666/288 WD
07/23/1997 489/275
2008 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/17/2007
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 5.240 59,200 0 59,200 NO
Totals for 2008:
General Property 5.240 59,200 0 59,200
Woodland 0.000 0 0
Totals for 2007:
General Property 5.240 59,200 0 59,200
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch#:
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
yC10�,1
�$* TY R.
DODGE g
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3 6 2 4 6
'C yyj AKE '• �o t - '2 S VOL 22 PAGE 5305
• dQ'a` R 6v (� - 2 S -o S KAT9EEWf H. WXLsH
y`?4b SURV� ..�``a REGISTER OF DEEDS
CERTIFIED S EY MAP
ST.;�� �E35p12
Located in part of the Northeast Quarter of the Southwest Quarter and part of FEE: SURVEY MAP
CERTIFIED SURVE
the Southeast Quarter of the Southwest Quarter of Section 23, Township 31 REC F
North, Range 19 West, Town of Somerset, St. Croix County, Wisconsin. COPY EE: 1.00
20_a5I"/f•7/_A � PAGES: 3
NORTH LINE OF 7HE NE f/4-SW f/4 _ EAST 1/4 CORRNER
SEC.2.f-37-79
_ -S89.02'50"E _ 5_371.31'- _ FouND ALUM Co. Mon!)
S89'02'S0"E
89'02'50"E 502.38'_ S89.02'50"E
J 1340.10' t. _ 3 8.83'
407.37_ _
4ort ro noy iv S88'56'25"E 502.39' CEN7FRL/N£2057H A
PA-ST 1/4 CORNER 'N - 1 •-
SEC23-31-19 a, __1 e'1 _ 33' JBtJ3 to a►A.noy
Q (FOUND ALUM. MON.) to N M
4;
o
W ( � �^ i z LOT 1 W
^'g ° TOTAL AREA:
"" Ct x' a �"' W M°N 206,823 SO. FT. o �,
UW ,c^�t p W j q o 4.75 A CRES o z
V W � CQ � :AREA EXC. R.O.W.- � W
Q cn o Q I a z 1,91,714 SO. FT. e to ,a m o� eD�
W -+ W I _ 4.40 ACRES Q j' v o d-1
E °s � I , C.B.A.*— 4.35 ACRES o ,� cog
I l 0 M ti o f 1
Q � I
° o w I c� !! S 58'iy M '-i �' v i
�� o W 1 A3878 y O� v W �� a
� �i U_
1 ui
�ZOT2 N � �; � Z
TOTAL AREA: v 1 J M 10
228 i CO T V)
5.24 ACRES co, °° ` �., N
J i �- 6_ I AREA EXC. R.O.W.: w n mi o°m
C4 :224,787 SQ. FT.
= 5.16 ACRES U� w°�"�o
1 ` C.R A.*— J.52 ACRES W w o
C-41
in cn
N �j � N¢
of
54 V 3 �� s40 3 M 1
I of _
o EGEND 1• O
Section Corner Monument c� 3
o i of Record N NO TH N at
or
Set 1" x 18" O.D. Iron Pipe weighing w w
1.13 pounds per linear foot m
u co Found 1-1/4" O.D. Iron Pipe
L O Found 5/8" Iron Rebar JOB # W1057SU89
u m w o LO Prepared by.
Recorded As
Building Setback Line N EO %.onsu/GngGmup,Inc..
(100` from Right of Way)
° o m Phone No. (715) 246-4319
to
J Z ^o Fence ' Fax No. (715) 246-3830
o¢ 150 0 15o P.O. Box 325
`o ai New Richmond, WI 54017
.(3 Tj GRAPHIC SCALE Sheet 1 of 3
o SCALE IN FEET: 1 inch = 150 feet R=N8956 41"W
` S88'53'1 9"E
d SOUTH L/N£of THE N£ f/4_SW 7/4 167.39'
° —
oJ m Lt! NORTH LINE OF TN£SE 1/4-SW f/4
"'= C14 (MATCH L INE TO SHEET 2J o
¢ m p ON 1
mN � o LOTS bt2
0
CD
0°3 Z Prepared for and at the request of.
Ron Saiilorgeon
640 200th Ave. /
Somerset, WI 54025
Drafted by. Jesse B. Suzan
1 of 3
Vol 22 Page 5305