HomeMy WebLinkAbout040-1039-50-200 Parcel #: 040-1039-50-200 03/27/2006 05:11 PM
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Alt. Parcel#: 09.28.19.131 F 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-BRUMMEL, DAVID G&SANDRA D
DAVID G&SANDRA D BRUMMEL
633 COULEE TR
HUDSON WI 54016
Districts: SC=School SP=Special Property Address(es): *=Primary
Type Dist# Description
SC 2611 SCH D OF HUDSON
SP 1700 WITC
Legal Description: Acres: 4.036 Plat: N/A-NOT AVAILABLE
SEC 9 T28N R19W PT SE NE BEING LOT 3 OF Block/Condo Bldg:
CSM 9/2417 4.036 AC
Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
09-28N-19W
Notes: _ ..a r,� Parcel History:
Date Doc# Vol/Page Type
/j� �n ��7'h�� LU✓!ti('fZ� 07/23/1997 1112/253 WD
07/23/1997 1112/252 QC
200 SUMMARY Bill#: Fair Market Value: Assessed with:
102317 68,600
Valuations: Last Changed: 07/19/2004
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 4.036 66,000 0 66,000 NO
Totals for 2005:
General Property 4.036 66,000 0 66,000
Woodland 0.000 0 0
Totals for 2004:
General Property 4.036 66,000 0 66,000
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
j DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY& BUILDINGS
INDUSTRY; DIVISION
LABOR AND PERCOLATION TESTS (115) P.O. BOX 7969
HUMAN RELATIONS z MADISON,WI 53707
(H63.090)& Chapter 145.045) L o- / �r 7
LOCATION: ���� SECTION: TOWNS HIP/�Y: LOT NO.:BLK.NOS BDIVISION NA E:
NE 1/4 NA 9 �T28 N�1t9 IX-,)WI Troy n/a n/a ] n/a .
COUNTY: OWNER'S AME: MAILING ADDRESS:
Croix David Roeker 1454 Hy. #35, River Falls, Wi. 54022
USE DATES OBSERVATIONS MADE
NO.BEDRMS.: COMMERCIAL DESCRIPTION: PROFILEDESCRIPTIONS:1PERCOLATION TESTS:
libResidence 3 n/a1New ❑Replace I 8-21-91 8-21-91
RATING:S=Site suitable for system U=Site unsuitable for system
rEas ONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILL OLDING TANK:RECOMMENDED SYSTEM:(optional)
❑U ❑S ®U �S ❑U S ®U ❑S Do conventional
If Percolation Tests are NOT required DESIGN RATE: If an I
q y portion of the tested area is in the n/a
under s.H63.09(5)(b),indicate: n/a Floodplain,indicate Floodplain elevation:
deciaml' PROFILE DESCRIPTIONS page 74 BxC2
BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR,TEXTURE,AND DEPTH
NUMBER DEPT ELEVATION OBSERVED EST.HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.)
B- 1 7.24 102.33 none >7.24 .83bl.1. .83bn.sil. .58bn.l.s. 5.00bn.c.s.
B- 2 7.25 99.70 none >7.25 .83bl.1. 1.00bn.sil. .75bn.s.1. 4.67bn.c.s.
B- 3 6.84 101.15 none >6.84 .92bl.s.1. .67bn.l.s. 5.25bn.c.s.
B- 4 6.50 102.35 none >6.50 .92bl.1. .58bn.sil. 3.00bn.c.s. 1.00bn.c.s.&gr.1. 0c.
g- 5 7.33 99.45 none >7.33 .83bl.1. .83bn.sil. .67bn.l.s. 2.00bn.c.s.
6-
decimll PERCOLATION TESTS
TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES
NUMBER AFTERSWELLING INTERVAL-MIN. PERIOD 1 PERIOD2 PERIOD PER INCH
P_ 1 3.98 none 3 6 6 6 <3
P- 2 4.00 none 3 6 6 6 <3
P- 3 2.80 none 3 6 6 6 <
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 98.35
�.
f
D GA I '- ---_._3 _ ...
E
F 1
IK z
IbA
\
I f
1 Vb
3 f
CPj p.
_
tsyj N ,'
I,the undersigned,hereby certify that the soil tests reported on this form were made by me i eac rd wAU ki IZIdures and t s specified in the Wisconsin
Administrative Code,and that the data recorded and the location of the tests are correct to the esf f my knov t"Id qq¢(belief.
J�OUNN w
NAME(print):; N:Steel
ADDR S:' C I I N BER: PHONE NUMBER(optional):
229 4 7157246-6200
1554 900th Ave— New Ricl=ond, Wi 54017 CST SIGNAT
DISTRIBUTION:Original and one copy to Local Authority,Property Owner and Soil Tester.
DILHR-SBD-6395 (R.02/82) —OVER —
1
INSTRUCTIONS FOR COMPLETING FORM 115 - SRD - 6536 '
To be a complete and accurate soil test,your report must include;
1. Complete legal description;
2. The use section rnust clearly indicate whether this is a residence or cornmercial project;
1 MAXIMUM number of bedrooms or corni ercial use planned;
4 Is this a new or replacement system;
5. Complete the s1.Iitability rating boxes.A SITE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL
OTHER SYSTEMS ARE RULED OUT BASED ON SOIL CONDITIONS;
0. PLEASE rase the abbreviations shown here for writing profile descriptions and completing the plat plan;
7. MAKE A LEGIBLE diagram accurately locating your test locations. Drawing to scald is preferred, A
se crate sheet may be, used if desired;
B. Make sure your benchmark and vertical elevation reference point are clearly shown,and are permanent;
0, Complete all appropriate boxes as to dates,narnes,addresses,flood plain data, percolation test exemp-
tion, if appropriate;
10, df the information (such as flood plain, clevation)does not apply, place N,A, in the appropriate box;
11. Sign the form and place your current address and your certification ('Wrub r;
12. Make legible copies and distribute as required. ALL SOIL TESTS MUST BE FILED WITH THE
LOCAL AUTHORITY VVITHIN 30 DAY' ;OF COMPLETION.
ABBREVIATIONS FOR CERTIFIED SOIL TESTERS
Soil Separates and Textures Other Symbols
st -- Stow€s (outer 10") BIR - Bedrock
coh Cobble (3- 10") SS Sandstone
gr - Gravel (under 3") LS - LirnLstone
s -- San HGW - High Groundwater
cs C.oaise Sant# Perc Percolation Rate
rasr•;Ead s Medium Sand Vv' bA'eII
fs Fine Sand Bldg _ Building
Is Loamy Sand > - Greater Than
sl - Sandy Lr,arn -- Less 1-h4ar)
'I - Loam Bn - Brov-vn
sil - Silt Loam BI - Black
si -- Silt G - Gray
cl Clay Loam y - Ye11otit
sci -- Sandy Clay Loam R - Red
sicl - Silty Clay Loam' moot Mottles
Sc - Sandy Clay wi with
sic - Silty Clay fff few,fine, faint r
I
r, Clay cc - common,warse
pt Peat I,irn Manny, medium
n1 -- N1o'-�k cd - d stinct
p - prominent
}-VVL High water level,
Six genera' soil textures surface V ater
for liquid vvaste disposal BN1 Bench M a I k
V RP Vertical Reference Point
TO THE OWNER:
This soil test r port is the first step ira secrarinr:a sanitary permit. The county or the Department may request
ve r r=icarion of Ons soil test in the field prix t to pcxrnii issuance. A cornoiete. set cif pli ns for the private
�vvage system and a permii application mu, l�r; s afnrrtitterd to Inc appropriate iat:e Ic cal aarthol i*.y in order to
1 r)eI"PnIt, I; e s3rDSl ty wrfnit must ba'OhleiPletd and oosted I")rror'to'th Star, of a?'i'y i-OtiStrllC60 11,
Aur _70
I /3l� , �-�;✓ .Pi, rJ �i OHO /1�. %. o zoo FIL D a
��avz) Q/9th
OCT 2219910-
Sk�� s� .0 JAr•
Register of
4'7434 ' �Yi �v3G st crolx co.,wl
CEP T I E.I ED SUP VE Y MAP
Located in the SE1/4 of the NE1/4 of Section 9, T28N, R19W, Town
of Troy, St. Croix County, Wisc
Owned by: David Roeker fti�
454 Highway 35 APPROVED i
�\ Hudson, Wi. 54016 NE Corner
\\sue (715) 386-8304 • OCT 2 2 1991 East liae of the �.. T28N R1 W
�\•9 �\ P EN31W SAM t�NN� NE 1/9� 9
� COMW2EHEN
\
AND ZONING CN�E OM
\ VRF LA T,ED JzANOS
N -b3'U17d-6't-7-3 5.48'- — -
-® — so U LE E �.O.J�Q.� —►— 33.00 —_ -
~'�1 _ S 8901 '46"W 710.?4'• s
o� .m m VOL. 4
Vol. 5 \�,p \ Q'• 274, 364 Sq. Ft. N
(6.,299 Acres) m rp-G. 1183
126 \ .f- \ s` Including right-of-wayN p m
'S 250,445 Sq. Ft. N$9OI X31"E
\ • \ Q> (5..749 Acres) ` 8 . 01'.
Excluding R-O-W I 138.0 — —— —
\ 3.01 � li
LEGEND \ \ W9 - ;� o
\\y/ \ O 7. 01
\C \ �••:�. 482-.2.
St. Croix County section \�'� 81'29'32"E.. UJ) �I
corner,, Berntsen cap. \\�q O
1" Iron pipe found 6g 30' L8 7 3 • ai a)
175,820 Sq.Ft.
° 1"724" Iron pipe weighing 1 .68 \ 60 \ drainage (4.036 Ac.) ZI JI
lbs. Ain, foot set, \ aseme�t �I
(R) Previously recorded informationo \ �j, o m
——Waterway \\S'� �tS. o W— — — —
\
C,; c col
•••••••••••••• Building Setback line.. � \ S
CU 01
co
cli NOTE: Access-restriction clause on \ .�� o �I a
reverse. I
The drainageway shown on this map shall be maintained O N ujl
by the owner of the parcel which it,. \ •�-�, U� (D
runs through. If t owner does not\
J
maintain the - drainageway \ 01
easement in accordance witli\ \ be >i
St. Croix —` — -�- — County land use 1`6
regulations, \ 33 EASEMENT St. Croix County\ `�►�`
is authorized R to take any reasonhbw \
necessary ��W LINE SECTION �/� \ \ N \
v
steps to see •4 \os5' \ � \
that the 16.9 T'• \
drainageway W • . . , .1762 ''1 is maintained, El./4 Corr.
including `88 03759"w performing Sec. 9 \
required mainte ace, and assessing \
the cost against he parcel. Bearings refe�enc d
to the East line
of the NE 1/4 of
Section 9, previousl
.,SCALE IN .FEET 1%- 200 recorded as S00°'22'04"E
200 4 6 NOTE: Net project area of Lot 2 is over
two acres. Lot 3 has over three
acres of net project area.
This instrument drafted b 491-1930
VOLUME 9 PAGE 2417 `,,.' d� .