HomeMy WebLinkAbout040-1172-30-100 RECEIVED
r
Wisconsin Department of omm OI ALUATION REPORT Page 1 of 3
Division of Safety and Bui ings 1/4 N 0 0 2007
in accordance m . Adm. Code minty ST.CROIX
Attach complete site pl on pd ePrW61J44ji $T-'/2 x 1 inch n siz ust
include,but not limited :vertical and horizontal reference point(B dire n a Parcel I.D. y
percent slope,scale or dimensions,no arrow,an oca ion and dist ce to road.
Please print all information.
Review Date
P@f§8Rfli iflf ff lliBR YBN pFBtliilf:RlAy W 99@9 18F§BEBR9§FY 0BF08$C§(PAVA �EAR :9: :8$(1)(Ri��: � a7
Property Owner Property Location
PROPERTY MANAGEMENT CO.EAGLE RIDGE Govt.Lot ----SE 1/4 SE 1/4 36 T 28 N R 20 E(or)W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# ��
809 State Street 3 "-
Cily State Zip Code Phone Number flY []Village • Town Nearest Road
River Falls, WI 54022 ( 715) 425-9017 S.Ilawco Road
450
El New Construction UseEJ Residential/Number of bedrooms 3 or 4 Code derived design flow rate or 600 GPD
❑Replacement Public or commercial-Describe:
Parent material outwash Flood Plain elevation if applicable IAA ft
General comments Conventional In-ground Trenches--0.5 loading rate
and recommendations:
5 S�� Acrd' ,'-p 4a,R, �,(sa�, �,a-. I r"(
` (3-5"frost)
1 Boring# ❑ Boring
Ground surface elev. 89.84 ft Depth to limiting factor 60
in.
pit Horizon Depth Dominant Color Redox Description Texture Structure Consistence F ndary Roots GPD/fP
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
1 0-5 10YR3/3 - 1 3fgr&abk mvfr cs 3vf-m 0.6 0.8
2 5-12 1 10YR3/3 - 1 2fabk mvfr as 2vf-m 0.6 0.8
3 12-28 10YR4/3 _
1 2fabk mfr as 2vf-f 0.6 1 0.8
4 28-60 10YR3/6 Us if-msbk mvfr as -- 0.5
1.0
5 60-64 7.5YR4/4 sl Om mfr -- -- 0.2 0.6
Some gr as boundary between Horizon 4 &5.
a Bing# 0 Boring 90.09 50
• Pit Ground surface elev. ft. Depth to limiting factor in. Soil Ariplication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f�
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 'Eff#2
0=6 10YAM = 1 Jf fn§bk Ffff� 0:6
2 6_22 10YR3/2 - 1 3fsbk mvfr cs 2vf-m 0.6 0.8
3 22-46 10YR2/2 - 1 3fsbk mfr as 2vf f 0.6 0.8
4 46-50 10YR3/4 - sl 2f-msbk mfr as -- 0.6 1.0
5 50-55 10YR3/4 t2f 10YR4/6&10YR6/1 sl lfsbk mfr -- -- 0.4 0.7
'Effluent#1=BOD >30:5 220 mg/L and TSS>30:5 150 mg/L 'Effluent#2=BOD <30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signature v CST Number
M Jo Hollister 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 12- 10-06 (715) 426- 1775
lv�o-r �1
Property Owner
Property Management Co.Eagle Ri Parcel ID# (Pending) page 2 of 3
Boring J
a Boring# Pit Ground surface elev. 96.34 ft. Depth to limiting factor 66 in. Soil ication Rate El
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPD/fFEff#2
ff#1 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh.
1 0-4 10YR3/3 -- 1 3fsbk mvfr cb 3vf-m 0.6 0.8
2 4-12 IOYR3/3 -- 1 3fsbk mvfr cs 2vf-f 0.6 0.8
3 12-26 10YR4/3 -- sil 3fabk mfr cs 2vf-f 0.6 0.8
4 26-60 7.5YR4/4 -- sl if--msbk mfr as Ivf-f 0.4 0.7
0.7 1.6
5 60-66 7.5YR4/4 -- s Osg ml -- --
orizons 4&5 have some gr.
Boring
F-1 # ❑
Boring
Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
Boring# Ground surface oleo: R: Bepth to limtttng favor in.
M Pit Soil plWbn Rat@
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. *Eff#1 *Eff#2
*Effluent#1=BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
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SBD-8330Test(R.07/00)
Plot Plan for Site and SOIL Evama non rage 3 UJ
Properly owner SP Y MflAm%Gt^ -r co. 6AcLp-Rim �0
(11J lL,SON)
1" _ .t
Legal Description sE'/4 oF-rm ito.SIP, (wrcept where noted)
�T a Roc Co u N�11. Cl —Backhoe pit
T2AM,r�mv), -
�,sco� North
�l �c, ' 00. " I N
oPt�.�u fFJ l-1NT�� A1D'i * {Pl L
oFyz � A��x. 460'
4? 00
0Y` o0
taw
O'
,' � 90 09 WE
we Al 50
tar
e `
Site Location:
p,I1w/kcoRD.
1� RP.
S.I�M1 xRA' x
Parcel #: 040-1172-30-100 04/10/2008 02:52 PM
PAGE 1OF1
Alt. Parcel#: 36.28.20.657A-50 040-TOWN OF TROY
Current X ST.CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
03/29/2007 00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
O-WILSON, LAURI A&KRISTIN N
LAURI A&KRISTIN N WILSON
809 STATE ST
RIVER FALLS WI 54022
Districts: SC= School SP= Special Property Address(es): "=Primary
Type Dist# Description *289 S ILWACO RD
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 6.016 Plat: 5377-CSM 22-5377 040-07
SEC 36 T28N R20W PT SE SE FKA LOT 1 CSM Block/Condo Bldg: LOT 03
12/3436 BEING CSM 22-5377 LOT 3
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
36-28N-20W
Notes: Parcel History:
Date Doc# Vol/Page Type
03/29/2007 847369 22/5377 CSM
01/19/2007 842932 EZ-CN
01/18/2007 842839 WD
01/18/2007 842838 WD
more
2008 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 04/11/2007
Description Class Acres Land Improve Total State Reason
Totals for 2008:
General Property 0.000 0 0 0
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
RECEIVED 11111111111' sill,1111111111111111111IIV15
* 8 7 3 6 9
APR 13 2007 847369
VOL
-22_PAGE 5377
KATHLEEN H. WALSH
$T CROM COUNTY REGISTER OF DEEDS
ST. CROIX CO., WI
SURVEYOFISLf1 IF1ED SURVEY MAP RECEIVED FOR RECORD
03/2942007 12.30PM
LOCATED IN THE SE 1/4 OF THE SE 1/4 OF SECTION 36, T28N, R20WCERTIFIED SURVEY MAP
TOWN OF TROY. ST. CROIX COUNTY, WISCONSIN. BEING ALL OF LOT 1 OFR EQEw.FdED
SURVEY MAP RECORDED IN VOLUME 12, PAGE 3436, DOCUMENT NUMBER 57-4'5jrpV, 3
UNPLA T_TED_LAND EAST LAC OF �
(R-S 00°18'_03" W) ThIE •� 114 SECTION 36
S 00027'43" E 2633.04' T28N, R20W
149.30' (ALUMINUM CAP)
2138.02' �-kn 34V. '-495 .02'
(R-2138.35' r—- - POINT OF
NOTE: A 1 1/4" IRON BEGINNING
PIPE WAS FOUND 1
FROM THE PE,
P SET. 3� OI BEARINGS REFERENCED TO THE
SOUTH LINE OF THE S OF SECTION 6, T28N ER20W,
.r g as LOT 3 Z� S�! --11 ASSUMED TO BEAR N 89°03'48" E.
v cTi l 6.016 ACRES N� r-_ OI
W N cm< �262,041 S.F. ~ N M � 1`
INCLUDING TOWN ROAD �� I.-I SCALE IN FEET
(RIGHT-OF-WAY Z, t-:t
°f
15.986 ACRES
~' 260,738 S.F. So' W O a
91 0 75 150 300
(EXCLUDING TOWN ROAD
RIGHT-OF-WAY col o o (A
50' 1 tL(
®B-2 p o O N
LEGEND
® B-I z
COUNTY SECTION CORNER
B-3 /`Tb MONUMENT, FOUND
0
X,5 I(1
(TYPE NOTED).
1= • 1 1/4" IRON PPE, FOUND.
�J ti c N U
p
1 1/4" x 18" IRON PPE
N C SO?7°O�'v y `� `�� N O WEIGHING 1.68 LBS./LINEAR
I 04 84 / W FOOT SET.
O 00' F �'� V) 50' t1O010010 "E"
50 Lu
,Q I ° I/ i 98.15' 3 B-I SOIL BORING PERFORMED
W o, o - 3 BY MARY JO HOLLISTER
N B-2 LL _ g� 2 ® ON DECEMBER 10. 2006.
1 o N n °
' ® c taJ —� —jE —EXISTING FENCE
QI o, °a, r B-3 s� 00 al
o, PREVIOUSLY RECORDED
ao ap 1001 c� m W
R-
21 50' v1
� • INFORM
ATION.p
50' ® B-I NOTE. A LL IRON PIPE (FOUND OR SET I
R.S 00 056' 12" E ARE DIMENSIONED AS OUTSIDE DIAMET
100.00' 2
F J c mI � ` �Opp
I LOT 2 W y�-
c w g�., s.o 1 s ACRES �I 1.-
s d° r JAMES D. =_
h 262,041 S.F. w q'�' N 3 _
yl= w !INCLUDING TOWN ROAD y
r ° RIGHT-OF-WAY 1 ac c W blJM
�4 w a, 5.905 ACRES o a„� o Prom FALLS.
1 Ni & 257.236 S.F. a+ V ` MII
1-7°kU ° °O EXCLUDING TOWN ROAD 1 °D w W c o, !ry y
'nay>Z ° z
RIGHT-OF-WAY z ° �b . /7,,,,•-
5t 0
�u WEST LR�r OF A�•
N I 100' sw v4 JA O. FILKINS S-2246 JOB #06-2856
`V ~'
M LAND OGOEN ENGINEERING COMPANY
_ N 00°49' 15" W 1 372.15' 1234 SOUTH WASSON LANE
100.00 272_15.1 C 1 _ RIVER_FALLS. WISCONSIN_54022 _ _ _
100.0 1'_ N 00°18'46" W 8495.03' -� DATE: DECEMBER 29 2006 ,
T 51.16 REVISED: JANUARY 18, 2007
- - - - - (R-N 0028'59" E)- --� �
�y S. ILW_ACO_ROAD I\ LOT 3
CAN 1 4N, SPB1/VGS�
KRISTIN WILSON N N
809 STATE STREET 11NeL�TIEQ -�
RIVER FALLS, WISCONSIN 54022 N c.1 S 1/4 CORNER
SAND t2 SECTION 36 A
THIS INSTRUMENT DRAFTED BY DANIEL P. KUGEL (181/4" RON PIPE) PAGE 1 OF 3
1 of 3
Vol 22 Page 5377
u) �\ 004;
FILED 8 JUN 2 51998
APR 2 3 1998
5`7'7`7'7O z KATHLEEN H.WALSH
SURVEYORS RECORD
Register of Deeds 9
St.Croix Co"WI
'b O
CER T I FI EC SURVEY MA R
SOO°I8'03"W
East 1/4 Corner S 00'18'03"W 495.02' AN
35'
Section 36-28-20 2138.35' Cor .
(County monument) Sec . 36
(county
Located in the Southeast quarter of monument)
the southeast quarter of Section 36,
Township 28 North, Range 20 West,
Town of Troy, St. Croix County. X89'
NOTE: This is a survey of an -T-
existing parcel. No new parcels L 0 7T I
have been created.
655, 149 Square fee z�
(15.04 acres) pi
including right-of-woy. S11- v i
649,065 Square feet s— -_
Z; (14.90 acres) ° �' LLJ
• denotes 1"X24" Iron pipe z excluding right-of-way.
weighing 1 .68 pounds Uj,
per lin. foot set. 42 —
4' County section corner
monument. I` N
m
-,�- Fenceli�re:---
N
A (--W/ot-e encroachment o rn m
driveway across Southwes w 3
corner of lot. Centerline is o 0 0
shown. Iron ends up in
gravel. to Q
a J I
Z
Bearings referenced to the South (t
line of the Southeast quarter of uj'
Section 36-28-20, assumed to pi ti
bear S89°50100"W . W; f`I
Owner: Qi Curve Information.
Steve Wilson r
1524 North Ridge Drive Zi Central angle - 26014152" J�
Hudson, Wisconsin. 54016 Radius - 163. 00'
Arc length - 74.67'
Chord - S13 001'45"W
} 74.02'
—7f— NEC- io
r?
oolil I N S 00'05'41"E ?
S�j�� --_ - - �,� - - - 371_80' - - - - + A
i
to — N p Q:28'59"F 4 5— 3
I L WA C O R 0 A D
G -- -
� �
br11 UNPLATTED LANDS \
r
Q SCALE IN FEET 1 150' 0) N
z i South 1/4 C6r Z
"i O 100 200 350 Section 36
(1" iron pipe
This instrument drafted by: found) . 4972580 IN
Vo1. 12 Page 3436 ,