HomeMy WebLinkAbout040-1087-90-200 Parcel #: 040-1087-90-200 11/08/2005 01:23 PM
PAGE10F1
Alt.Parcel#: 23.28.19.355-E 040-TOWN OF TROY
Current X-1 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-JENSEN,ANN L
ANN LJENSEN
259 KUSILEK ST
RIVER FALLS WI 54022
Districts: SC=School SP=Special Property Address(es): "=Primary
Type Dist# Description
SC 4893 SCH D OF RIVER FALLS /
SP 0100 CHIP VALLEY VOTECH 7&0
Legal Description: Acres: 3. 00 Plat: N/A-NOT AVA LABL
SEC 23 T28N R19W PT SE NE BEING LOT 2 OF Block/Condo Bldg:
CSM 9/2464 3.6 ACRES Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
23-28N-19W
Notes: Parcel History:
Date Doc# Vol/Page Type
04/04/2005 791264 2776/549 TI
2005 SUMMARY Bill M Fair Market Value: Assessed with:
0
Valuations: Last hanged: 07/20/2004
Description Class Acres nd Improve tal State Reason
RESIDENTIAL G1 3.600 3,300 0 63, 00 NO
Totals for 2005:
General Property 3.600 300 0 63,3000
Woodland 0.000
Totals for 2004:
General Property 3.600 63,300 0 63,3000
Woodland 0.000 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
INDUSTRY, OF REPORT ON SOIL BORINGS AND SAFETY& BUILDINGS
INDUSTRY, DIVISION
LABOR P.O. BOX 76
HUMAN REDLATIONS PERCOLATION TESTS (115) MADISON W1 537907 9 53707
(1-163.090) &Chapter 145.045)
LOCATION: SECTION: W WN I MUNICIPALITY: 12-OT NO.:BLK.NO.: SUBDI VISION NAME:
s F_ 1/4 14 0/ 23 /T ZBN/R Anor) TKO'( >v 1i- C S Gt 07 q to
COUNTY: OWNER'S BUYER'S NAME: MAILING ADDRESS:
5T.C9,0Ix Gcv,&lI T&vvsevo) 798 C�,a r»ah (J2 �Ofr Fw115 1,J' 5402-
USE DATES OBSERVATIONS MADE
NO.BEDRMS.: COMMERCIAL DESC PTION: (PROFILE DESCRIPTIONS:1PERCOLATION TESTS:
®Residence 7 N XNew ❑Replace 1 _ 2 G, C�2 1 - 2 9.9 Z
RATING:S=Site suitable for system U=Site unsuitable for system /&Jj ^ ( 1!/p�/J
rMS T I❑U• M®�.�� IN G®� ❑�RE: SYSTEM-IN-FILL HO0LDING TANK•RCOnDY .(o onal)
S (Id�J U S U ✓
If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the
under s.H63.09(5)(b),indicate: ry CI Q s s 2 Floodplain, indicate Floodplain elevation: ry
PROFILE DESCRIPTIONS
BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR,TEXTURE, AND DEPTH
NUMBER DEPTH IN, ELEVATION OBSERVED EST. IGHEST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.)
0-159A,13h5;1 IS-2B"GyQ., S;L 26-99 DA �n mel$L
B- qb l03.�4 lvOaE 9� 4 -G 13 f� is w,`rh rock-•• r-t.�s 62-9�"LTB., sw:14so.�t
G 0-1G" DA6,5; 1/o-Z8" riY(io 5:L a8- 44 3, 5 U�-44-Go 'n
B- 90 1 09.14 J� 44 L78n""-AS SiZ 5a_,4 ,'-A dio-90LTQn 5 �. '.rk jc4s,- Q 5 Sn�ro14
90-40' LT 6h l.c.5¢
4 p_/4 DL , Sf 14-3,1 C, CG., S 3o-4o 6.5L 40- 7O S-tf3
B- 3 "{4 100-01 Noiv E > 91 f% Sdn� i !) rocl,fr 'f3 70- 94 L7 4w
0-13 s.l ,q- 3o Gy g» 5;1 3a-42 13»sL -d tr
B- 4 1 58, NOM E > 9l0 /vL-96 L-rSJS
B 5 q �o ► 00.94 No1vt 9<0 0-)4 VA ,, 14- 26 Y 28- h6L -40- L713,is
IB- 4 Q 8 .44 V001VE > q4 0-/ ,,5,'l j4-.30 a 5:1 3o- 415 15h$L 43-V C7 » s
PERCOLATION TESTSQ_ ,
TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES
NUMBER INCHES AFTER SWELLING INTERVAL-MIN. PERIOD 1 PERIOD 2 PERIOD3 PER INCH
P_ I 10 N o 3 3 GI' 3 �'
P- 2 40 rvoov
P- 3 38 ru Owe 30 2 y i
P-_
P-
P-
PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori-
zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent
of land slope.
SYSTEM ELEVATION 97.5
z 35.o�
_.._�. __T _ _ _ _
, P AZE W 0 N
I e
Bo�Iw a
� 1
�_.
�-
V -Pw
771 L
i
jj' sis i
I,the undersigned,hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin
Administrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and belief.
NAME(print): TESTS WERE COMPLETED ON:
Ca I - 2 — 92
ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER optional):
!09 tIJ ST t+ F W r?15 -12 - 2 175
CST SIGNATURE-
DISTRIBUTION:Original and one copy to Local Authority,Property Owner and Soil Tester.
DILHR-SBD-6395 (R.02/82) —OVER—
INSTRUCTIONS FOR COMPLETING FORM 115- SBD - 6395
To be a complete and accurate soil test,your report mast ia-aclucle:
1. Complete legal description;
2. The use section must clearly indicate whether this is a residence or commercial project;
- MAXIMUM nurnber of bedrooms or cone-nercial use planned;
Z. Is this a new or replacement systern;
E. Complete the suitability rating boxes. A SITE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL
OTHER SYSTEMS ARE RULED OUT BASED ON SOIL CONDITIONS;
d, PLEASE use the abbreviations shown here for writing profile descriptions and completing the plot plan;
7. MAKE A LEGIBLE diagram accurately locating your test locations. Drawing to scale is preferred. A
set,arate sheet may be used if desired;
8. (V1al<e scare your I)enchmark and vertical elevation reference point are clearly shown,and are permanent;
9. Complete all appropriate boxes as to dates, narnes,addresses,flood plain data, percolation test exemp-
tion,if appropriate;
1 . if the information (such as flood plain,elevation) does not apply, place N.A. in the appropriate box;
11. Sign the form and place, your current address and your certification number;
13. Make legible copies and distribute as required. ALL SOIL TESTS MUST BE FILED WITH THE
LOCAL AUTHORITY WITHIN 30 DAYS OF COMPLETION.
ABBREVIATIONS FOR CERTIFIED SOIL TESTERS
Sail Separates and Textures Other Symbols
st - Stony: (over 10") BR Bedrock
col; Cobble (3. 10") SS - Sandstone
gr - gave( (under 3") LS Limestone
*s - Sand HGW - High Groundwater
cs ... Coars€=Sand Pere; Percolation Rate
Hoer!s - Medium Sand W, V"',ell
f Fine Sand Bldg Building
Ira - Loamy Sane! Greater Than
x
sl - Sandy Loam Less Than)
'I - Loam fan - Brown
':sil Silt Loam BI 13la ck
si - Silt G - Gray
rl -- Clay Loan) Y yellow
so Sandy Clay Loans R - Red
sic! - Silty Clay Loam mot - [Mottles
'cC - Sarad", Clay vv _ with
sic ... Silty Cl=ay fff -.. few, Fime, faint
4c _ Clay cc corrara on,coarse
p! _. Peal cram - Many, mediurn
nr _. MucL d - distinct
P - prolmnent
HWL -- High water,level,
Six general soil textures surface water
for liquid vvaaste disposal BM - Bench Mark
VRP -- Vertical Reference Point
TO THE OWNER:
This swl test report is the first step in securing,a sanitary permit,The county or the Department may request
aeriti:.;alion of this snail test in the field prior to permit issuance. A complete set of for the private
s vvage system and a permit application crust be ;ribrnitted to the appropriate local authority in order to
obiain a permit, The sanitary permit must be nbuined and posted or to the start of any construction,
C:
FILE
7' P li L.) Pl'/:'J"
MAR 2 419920►
4SOSG3 JAMES O-CONNELL
R891ster of Deeds
St Crux CO.,W1
CERTIFIED SURVEY MAP
Located in the SEk of the NEk of Section 23 , T28N, R19W, Township of Troy.
St -Croix County, Wisconsin.
Z
NO
Prepared for IL
�.
Gerald and Ann Jensen Z Z
NOT 798 Chapman Drive I- W
4: BEARINGS ARE REFERENCED U 2
EAST LINE NEI/ 4 .
( ASSUME River Falls , WI 54022 UJ
D NORTH). W Z
0
It
2
W
0 Z
0 5
Z 0
W
Z
UNPLATTED LANDS
SPIKE SET IN TREE to
NW CORNER PIPE SET 2.00'sourm NORTH LINE or THE
SE- NE FENCE SE - NE.
S ego 10138 " E 6 98. 92 N 8 9 10 38"W
323-5 --- ---4.-... ..-
* 0 3 3.00'A�7 33.00 309.41 600.97,
356. 50 342. 42
pp�
tu .33' 33-1
-<APPROX. LOCATION 66'WIDE EASEMENT RESERVED
Z: W ORAINAGEWAY - FOR FUTURE rowN ROAD
LU
W Ch
LOT I cyl to LOT 2
3. cy
0: - LU V 3. 60 ACRES a•:
0 158,447 SO.FT.) I
w. 56 740 SG.FT.)
't 01
W 3.04 AC. EXCLUDING R.O.W.1' W 'y 3. 03 AC. EXCLUDING RAW.,;
132,606 SO.FT.)
�90 131, 993 SO.FT.) n 0:
W
0 Y,
0 1 HIGHWAY SETBACK LINE
Z
01 C\J
N84.23
-42--
�-2_324_99
338 0
2 34 2
W 2
N 4
09.86 ,
W
4 W 32 1- 48
679.
62
-1 141
H A P 1W
AN 1)R
APPROVED
UNPLATTED LANDS 0:
NIM 2 4 192 Z
Note : Each parcel shown on this map
is subject to State and County laws ,
ST. CAM COUNTY rules and regulations ( i .e . , wetlands ,
minimum lot size , access to parcel ,etc . )
Before purchasing or developing any parcel '
Pak$C4VM*t96
contact the St - Croix County Zoning office
Z6
for advice . ZZ
If Mt recogded 00
;ez Ir
wftdn 30 dwo of
sppro%rW dato
approval stwl bo
min& VON JA .J.
2 0
vi 1"F41 IS
SCRIIN� U
om SET I "X 24" )RON PIPE WEIGHING 1.13 2 VALLEY
LOS. PER LINEAR FOOT, -1 #Z
0
UJ
"A
S C A LE 150
vim• i!3 %3 U
1 ,
0 75' 150 ' 300'
MES M WEBER S- 1804
OATEO-
S H E ET I OF 2 REVISED-
91- 163 THIS INSTRUMENT DRAFTED BY
Vol . 9 Paqe 2464
-f
Y
CERTIFIED SURVEY MAP
LOCATED IN THE SE 1/4 OF THE NE 1/4 OF SECTION 23, T28N, R19W, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN
PREPARED FOR:
GERALD JENSEN
798 CHAPMAN DR
RIVER FALLS,WI 54022
NE CORNER SEC. 23
(COUNTY MON.F
3
UNPLATTED• LANDS '§
SPIKE•.$ET IN TREE
NW CORNER I PIPg.SET 2.00' NORTH LINE OF THE SE-NE °
SE-NE FENCE. . ' SOUTH '^
S89°I '.36"E 698.92'
X 356.50' N89.10'381W // 800.97'
342.42' �-
t0
LOT I LOT 2 a
Z• w p 3.631 ACRES(158,4oFM Jimill 3.60 ACRES 0156,7 40SO.FT)
Q• �! 3.3TACRES EXCLUDING r 3,35 ACRES EXLUDING
.J O 1 R-O-W'(14S,:s27S0..FT.) -O-W(146,30530.FT) ! = a
E_ M w r M
0• .1 Q s pi : 0: 001
• H C 'b BUILDING v 3 �' v
3 O w p SE7BACK i
Q.
Z " o o LINE
J. 7� M04-a,3 o z .. N vi•
1 !4a! 358..14 p
3 5 8. 14-1 N'84.23'4a„ ro y z
N 8'4'0 �- �W 3?3.o
.mss 7.9, 6Z ' `C!�IA/'ti1A y o
—__ DR_ 1-__ w
oi
F
N
UNPLATTED LANDS W
- W
O
' p
O
O
� •2
NOTE: BEARINGS ARE REFERENCED TO
THE EAST LINE OF NE 1/4 OF SECTION
23 (ASSUMED BEARING).
E 114 CORNER SEC.23
(COUNTY MON.FOUND)
O + SET 1"x 24" IRON PIPE WEIGHING
1.13 LSS. PER LINEAR FOOT tot
dd
sy
NOTICE; EACH PARCEL SHOWN,ON THIS MAP
IS SUBJECT TO STATE AND COUNTY LAWS, ® JAMES M.
RULES AND REGULATIONS (I.E., WETLANDS, WBaR
MINIMUM LOT SIZE, ACCESS TO PARCEL,ETC.) �' S• 1804 rqi
BEFORE PURCHASING OR DEVELOPING ANY SPRING VALLEY
PARCEL CONTACT THE ST. CROIX COUNTY ���g W1S• ♦/4qr
ZONING OFFICE FOR ADVICE. 7 0�O
s u,ft
SCALE :=1"= 200`
SHEE T. I OF 2 JAMES M. WEBER S-1804
70` 100 200 400'
DATED RIS
91-163 THIS INSTRUMENT DRAFTED BY M.S.