HomeMy WebLinkAbout022-1020-40-000 (2) 1
IAM," . A// / JId-7/ a
RECE~vEC
Wisconsin Department of Commerce L VALUAIIQjt FZAW R Page of
Division of Safety and Buildings DEC
in accordance with Comm Wis. Adm. Code r
3punty
Attach complete site plan on paper not less than 81/2 x 11 inches in ize. F'VAj Ga6PiX C0u, t4rp i
include, but not limited to: vertical and horizontal reference point (BM direction and I.D.
percent slope, scale or dimensions, north arrow, and location and dis rest road. Q L ~U Z 7 660
Please print all information. viewed Date
Personal iMorrnatio ou provide may be used or seco dary purposes (Privacy Law, s. 15.04 (1) (m)).
r
Property Owner Property Location
Govt. Lot 114 r 1/4 S T N R E (or
r
VI-OhIlIq L-e'yllrl
Property Owner ailing Address Lot # Block # S =Name Name or M#
f ~ lob y crr~ ~ 3 ~
City S Zip Code Phone Number ❑ City ❑ Village/ Town Ne est Road 7
New Construction Use: Residential / Number of bedrooms Code derived design flow rate J V GPD
El El Replacement ublic or commercial - Describe:
Parent material Flood Plain elevation if applicable ft.
General comments
an recommendations:
SA2 e- May o~ 0-00 7 r~
a Boring # EA 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
-Eff#1 •Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Boring # 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
0 ; ° f'JI- -
-422k'
Effluent #1 = BOD > 30 1220 mg/L and TSS >30 1150 mg/- ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sig3bV CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017- 715-246-4516
i
i
Property Owner _ Parcel ID # Page of
1E ❑ Boring
Boring #
Pit Ground surface elev. , """'n. Depth to limiting factor r;~ 0 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 # ❑ 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 # ❑ Boring
Ground surface elev. ft. th to limitin factor in.
F-1 ❑ Pit ~P 9
Soil ication 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
Effluent #1 = BODs > 30 < 220 mg/L and TSS >30 < 150 mgll- ' Effluent #2 = BODS < 30 mg/_ 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
need material in an altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-6330 (8.600)
Soil Test Plot PJSJuB Project Name Roger Vanbeek ir d
Address 578 Hwy 65
M #226900
Roberts Wi 54023 relT2121/05
Lot Subdivision Da SE 1/4 NE 1/4S 8 T 28 N/R18 W Township Kinniddnnic
❑ Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 1/2" pipe
System Elevation 100.3' *HRpSame as Benchmark
Alternate nchmark Top of Steel Fence Post @ 102.2'
785' Property ine
Scale is 1" = 40'
unless otherwise
noted
140'
120' -2 15'
0'
B.M.
30 At1.B.M. '
8
B-1
99' 1% Slope
90'
B-3 10'
98' 1318' Property Line
Wisconsin Department of Commerce OIL EVALUATION REPORT Page l of -3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County _
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Reviewed by
V1 Date c c,
Personal information you provide may be d f pr secondary p rposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner I-AIV Property Location
2 U Q! w Go Lots 1!4 14 S f '4' T R E( ) W
Property Owner's Mailing ddress of # Block # Subd. me or CS
S 7 ~ w J 177 /ag1~t/
State Zip Code Phone Number -43tity
❑ Village Town Nearest Road
12
Construction Use: ntial / Number Code derived design flow rate GPD
❑ Replacement Publi rt~ryWrsl Vver
_
Parent material Flood Plain elevation if applicable _ (~GZ - -4e4e-10" General comments AVG 1 2 C~~' N~d~,/Gr;q
and recommendations: System Type 1on S • CRp1X COUNTY System Elevation '
Sy
S 7
a Boring # Boring 9/~ Z
1 ~l pit Ground surface elew! r' ft. Depth to limiting factor Ot- ~Q - in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
-~t rs ~ ~ 5 ~ s w,-•-- rr~ 1 e4- nil ►4• - U ~ v Boring # 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/fg
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
=q s /d < tJ
I IV
Effluent #1 = BOD > 30 < 220 mg& and TSS >30 1150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sig CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address D to Evaluatio Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 0 715-246-4516
I
Property Owner _ Boring Parcel ID # Page of
❑ n
a Boring #
Pit Ground surface elev. ' ft. Depth to limiting factor ~y in.
Soil Application Rate
-0- 1 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
2- I3~34 S ,~Sb~ -
-
a Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil lication 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
E E] Boring
Boring # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil Application Rate
Horizon '7epth 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 = BOD3 < 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
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SSD-8330 (8.6100)
Soil Test Plot Plan/;,'
Project Name Roger Vanbeek Shad B d
Address r
578 Hwy 65
Roberts Wi 54023 r811 #226900
Lot 2 Subdivision Date 106
SE 1/4 NE 1/4S 8 T 28 N/R18 W Township Kinnickinnic
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post
System Elevation 94.1' *HRpSameas Benchmark
Alternate Benchmark Top of Survey Iron @ 95.9'
Sleepy Hollow
B.M.*
30' Alt.B.M.
Drivewa
45' Entrance
30'
59 B-2
45' B-3
9% Slope Property Line
Property Line
30'
3.5' B-1
91.5'
Scale is 1" = 40'
unless otherwise
noted
C c ~ ° I
o 0 °6F).
I
Q. o
a
e`s o
0
T
- O N
~ III C N N
~ p O N ~
H y c
N o
i E 2 E
a°iUa
y-Opm3 I
C N -
y+ N O ~ O
:s Co
L N m n. '`O
[r N ~ ~ U I
n-pm°
~ E o c o
o $ ° E a
Z ' I
m
U. c
_ O. m
p Z : O N
Q .m. U m
~ I, Z o
00 I
~ it N
Z " O
£ E
00 d 4) y o
C'4 W ca ap to N
N O
C U O O
O Z dt z
N
m z d c -4
tnF-~ N aD Nw
E N O
° L-
E °
N
Eo-
N ~ N pN
d
"Nil O L O
O Z Z
N
Cl) E
Z! M
v p N N
10
O 01N d ` =
2 d O a m m
T O 4 N d N U
CL 0 LO m _ocIL
0 V) 2 N
i' 0 0 0 0
•IV v a a a
N a of
0) 0) 0
~i
U
rn rn Z
Op I
o co m
0 rn E
0 o a
a m ° a° v
m o ai is
N CD v Q r so) m I
~i °
C ! N
rv 0 0 3 rn H U) I
O O ~ O N E 0 0
O U 'O N C C u 0 0
O
0) w
Z °o
z
• 9> O Co 06 73 0) Q S o C0 O N E E U fl
y o 0 Y ! U N C, Z_ F- U)
O ~
4i E
E d
~y~ d
m #t a a
0 CL Z .9 4)
*V
E i C C 3
rr~~ C>
MAP OF SURVEY
LOCATED IN PART OF THE SE 1 /4 OF THE NE 1 /4 AND IN PART OF THE NE 1 /4 OF
THE NE 1/4 OF SECTION 8, T28N, R18W, TOWN OF KINNICKINNIC, ST. CROIX COUNTY,
WISCONSIN, BEING LOT 4 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 8,
PAGE 2332 AT THE ST. CROIX COUNTY REGISTER OF DEEDS.
PREPARED FOR:
ROGER VAN BEEK
578 HWY. "65"
ROBERTS, WI 54023 NORNN E
OWNER-LARRY PECHACEK SECTION a
P 4 5°~"li~« ~b__M_®Q_-°_ffi_8.2333 ,13~0.9~'
op L '
_(N84'it'24rE 783.18')
2
I Na4'14'09 E 784
a FOUND IRON PIPE IS
~ i Sa4'14'OG'W 0.31V
FROM
CATION PUTED ~
e~ a 16, LO
m
Q n1' 33I LP.
fig CE~UNK •
f DRIVEWAY E'dC
0 o
a irk-HOUSE
I o l~~ *\-sEPTIC I POND
n a~
- - ,,r VVENTS ;'~sla:D i . o
W t20.OOO UNDARY i
A D ra
FOUND ALUMINUM COUNTY 5m p
Q tP SECTION CORNER MONUMENT
\1~ SET 1" OUTSIDE DIAMETER BY R~
N
95gMg O 18" LONG IRON PIPE, WEIGHING
's i
z Z 1.13 LBS. PER LINEAR FOOT i
D FOUND 1-1/4" OUTSIDE
i DIAMETER IRON PIPE I"
nn Y' (XXX.XX') RECORDED AS
t 0 ID
> $ FENCE
n O ~~3m U
m ao \t
SCALE IN FEET 1" 200'.
200 QW 1/4 200 _
EAST /1 4 _
CORNIER
SECTION a sEC1>oN
is sea 9 46 w 29.05 I ~
FOUND IRON PIPE IS (588'16'08"W 429.00') I I P Z
32473'Oa'E 0.2W FAST- 1/4 UNE
RECEIVEYT Pu'm UNPLa~E®LaN®S i W
- -S88'19'46'W a22t.7a'- - I I
I i Z
J U L 3 0 2001 I z ~
>>~ot+ttuti►ruuaau~an~f~~~~~ t} Z
§ LL.
ST. CRODC COUNTY . V O
SURVEYOR'S RECORD TY R° « s W a
I hereby certify that this survey was prepared by me or under my direct DODGE z
supervision, that it is true and correct to the best of my knowledge and + m 5 °2484 Q
belief, and that I am a registered land surveyor under the laws of the CLEAR LAKE, ; t c ~ F=
State of Wisconsin. f $ ''n W1
Dodge, S #2484 Date
z
CURVE DATA TABLE (ALL LENGTHS ARE IN FEET) N I
M
Curve Radius Central Chord Chord Arc Tangent Bearings
Number/ Lot Length Angle Bearing Length Length Tangent In Tangent Out C: T_
C1 80.00 107'12'52" N11'59'54"E 128.79 149.70 N65 36'20"E N41'3632"W 0 ~W
C2 50.00 50'19'22" N16'26'51"W 42.52 43.91 N41 *36'320W N08'42'50"E
C3 533.00 14'27'36" N01 '29'02"E 134.16 134.51 N08042'500E N05'44'46"W SHM No.
I
Parcel 022-1020-40-000 02/28/2008 04:38
PAGE 1 OF 1
F 1
Alt. Parcel 08.28.18.116 022 - TOWN OF KINNICKINNIC
Current X 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 - PECHACEK, LARRY G
LARRY G PECHACEK
492 SLEEPY HOLLOW DR
ROBERTS WI 54023
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description ' 492 SLEEPY HOLLOW RD
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 20.006 Plat: N/A-NOT AVAILABLE
SEC 8 T28N R18W PT SE NE BEING LOT 4 CSM Block/Condo Bldg:
8/2332 20.006AC
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
08-28N-18W
Notes: Parcel History:
Date Doc # Vol/Page Type
12/09/2003 748606 2470/521 WD
07/23/1997 1071/122 WD
07/23/1997 822/246
07/23/1997 507/279
2008 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 08/07/2007
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 20.006 190,000 281,400 471,400 NO
Totals for 2008:
General Property 20.006 190,000 281,400 471,400
Woodland 0.000 0 0
Totals for 2007:
General Property 20.006 190,000 281,400 471,400
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch 205
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
p
M,4i,9 2 )99
G' ONNEtI
(8,T28N AMES 0•
4.6'+'r 4'71 t ~ CERTIFIED SURVEY MAP
LOCATED IN THE SE1/4 OF THE NE1/4 AND THE NE1/4 OF THE NE1/4 OF SECTION , ,
TOWN OF KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN
SCALE I : FEET
of ► w00o00
200' 400 oz
OWNER AND SUBDIVIDER o H Z
Robert Richter o U 00
1152 Riverside Dr. N. Z cW H
Hudson, Wisconsin 54016 M
U N P L A T T E D L A 14 D S
66 1484011124"E 785.18'
I .61' 112.34'
44 w
1. 5 328.23'
Hx
NI I' o N
E-+I I HI W - Ex
rn ~ A 3
a°~ t of 4M
I I ~I Z a
NI I of
vI ~f 3 z L w o
U :3:
Cn 00
LOT 4 AI E 0
H 20.006 AC± z1 W 00
w 871,444 S.F.± ~I `n
z M z al ~1
rn
O N W ~ ~ A
E-, A 1
w O wl
z
o w W ELI
U U 00 N Z HI
- a dl
° ~ al
U H vwi o n o aI
'3 z z I
E-H A O
O
r~l ,fl 3 AI w
z ai ° 4' Cn
~ a
E-41 O O H a1 W
x x z a $24
H H 0
04 - _~4 p 44 3
z I W c~Tn]
N 00 H v.l ppp~~~Fri
W
U Cn U 00 000 V) 'z O
z 1:4 0 9:1
0 Cn H H ,
C/) U 00 DC
4792.9Qt
f1h 429.00' E, H w
W 04 E-
S88°16'08"W 5221.90' E w ,°a
WEST 1/4 CORNER EAST-WEST 1/4 SECTION LINE
-e~ POINT OF w I cn
SECTION 8 BEGINNING o H
T28N, R18W U N P L A T T E D LAND S zF'H
THIS INSTRUMENT DRAFTED BY JAMES T. SWANSON
V01.8 Page 2332