HomeMy WebLinkAbout006-1036-40-075 (2)
r
r. RE-GE1
'oil, LUATION REPORT Page~of
Wisconsin Department of Comm rce W 901 Division of Safety and Buildings d
7 inr~gr~g& bath Co 8 , drXQ ode County
Attach complete site plan on pa r not 164A F I~t in size. U
include, but not limited to: verti ontal reference point (BM), direction Parcel I.D. a
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.' L I' + / U) v
Please print all information. vi ewe Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). , O
Property Location
Property ~ Govt. Lot 1 /4 1 A S T N R E (o W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
! lkyqs~d
State Zip Code Phone Number ❑ City Village Town Nearest Road
6-New Construction Use: 'dential / Number of bedrooms Code derived design flow rate _ GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material __~/11r1~ Flood Plain elevation if applicable ft.
General comments
and recommendations: / /3 [ f
~r2 yty,~.✓S ,tbir►~ ihs~//mod 2onS
Boring # Boring
fig-P it Ground surface elev. ft. Depth to limiting factor _7 - Soil ication Rate
a
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 • ff#2
---s'f `
FT~ ng# Boring
pit Ground surface elev. 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
71(02 vx
67
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signatu CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 715-246-4516
Property Owner_ arcel ID # Page of
F--9 Boring # Boring
it Ground surface elev. I 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-I to , 31 (o I. IV
3 -IJa 1 C S J ~ j,
F-1 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
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
17-t
Effluent #1 = BODE > 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
need material in an altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (8.6/00)
rr '
Soil Test Plot P1
Project Name Dean Gerhman S n ird
Address 2150 220th St.
Deer Park Wi 54007
STM #226900
Lot Subdivision p 2/15/05
SE 1/4 NE 1/4S 17 T 31 N/R16 W
Town ip Cylon
Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Base of 1/2" Pipe
System Elevation 93.4/93.0 *HRpSameasBenchmark
Alternate Benchmark Base of 1/2" pipe @ 100.6'
B-2
220th St
45'
Scale is 1" = 40' 3% Slope
~ i_Alt.B.M
unless otherwise 30' 30'
noted B-3 10'
40'
120'
B-1
7.5'
350' 98.5'
500'
Willow River
40 Line
K K
Parcel 006-1036-40-075 02/04/2008 04:56 PM
PAGE 1 OF 1
Alt. Parcel 17.31.16.249A-06 006 - TOWN OF CYLON
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
03/22/2005 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - KATZNER, ALAN L & LINDA C
ALAN L & LINDA C KATZNER
2150 220TH ST
DEER PARK WI 54007
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 2172 220TH ST
SC 0119 AMERY
SP 8020 UPPER WILLOW REHAB DIST
SP 1700 WITC
Legal Description: Acres: 22.210 Plat: 4950-CSM 19-4950 006-05
SEC 17 T31 N RI 6W PT SE NE CSM 19-4950 Block/Condo Bldg: LOT 002
LOT 2
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
17-31N-16W SE NE
Notes: Parcel History:
Date Doc # Vol/Page Type
04/06/2005 791452 2778/425 WD
03/22/2005 790223 19/4950 CSM
07/23/1997 1174/56 WD
07/23/1997 1174/55 WD
more...
2008 SUMMARY Bill Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 09/07/2007
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 14.000 2,100 0 2,100 NO
AGRICULTURAL FOREST G5M 8.200 20,000 0 20,000 NO
Totals for 2008:
General Property 22.200 22,100 0 22,100
Woodland 0.000 0 0
Totals for 2007:
General Property 22.200 22,100 0 22,100
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
r
a
CERTIFIED SURVEY NEAP
"
IN PART OF THE SE1 A OF THE NE1 14
LOCATED LON l
,
OF SECTION 17, T31 N, R1 6W, TOWN OF CY 2
ST. CROIX COUNTY, WISCONSIN.
OWNER SURVEYOR J
N GEHRMAN EDWIN C FLANUM
DEAEA 220TH STREET NORTHLAND SURVEYING, INC.
2150
DEER PARK, WI 54007 P.O. BOX 14 NE SECTION CORNER
P.O. BO ROBERTS. 4 54023 POSITIONED FROM WITNESS zo NE CORNER
150' MONUMENTS OF; RECORD. of SECTION 17
SCALE IN FEET BENCHMARK ate'
(l~1(tpLjcff7 TOP OF IRON PIPE y
50 150 - ELEVATION = 1046.60 ~I
47± N89°45'30' W 834.35 33.02'
801.33' I
NORTH LINE OF THE SE1/4 OF THE NE1/4 Y I
o
T
= I
m
m
a
O~ I l
LOT '2
w ,
z o 22.21 ACRES ± TO THREAD OF RIVER I I
w p 21.00 ACRES TO MEANDER LINE INC. R/W
914,711 SQ. FT.
cc 0
Q Z 20.12 ACRES TO MEANDER LINE EXC. R/W 33 33'I
0 876,470 SQ. FT.
Z X Cn I I
C[ 5 N Y
u N V LOWEST BUILDING OPENING ELEVATION = 1052 Y
p Y Y: Y I I I~
I~ N
I I o
WATER ELEVATION = 1037
o
t _ z I~
i
i °
AVERAGE ELEVATION OF THE ORDINARY HIGH ilk
I°
WATER MARK = 1038.9 v
0- I I ~
) 66
11 N FLOOD STUDY COMPLETED ON ADJOINING -.4- i+ PROPERTY TO THE SOUTH SHOWS 100 YEAR FLOOD AL
I FED ;N j
ELEVATION AT AN AVERAGE OF 9 FEET ABOVE THE
ELEVATION OF THE WATER AT THE TIME OF FLOOD N I I
STUDY. THIS INFORMATION WAS USED FOR SOIL TESTS I
j DETERMINING A LOWEST BUILDING OPENING ON : I
:z
I THIS LOT (1038.9'+91+4'=1051.9'). :m 01 I
I~ Ill
EXISTING
BENCHMARK :FIELD DRIVE I
TOP OF REBAR
ELEVATION = 1049.90 : I 6
100'
I
IN
sir
7& ~cKF OUTLOT 1 ;o1
I ICI
''••ROM
S_84°2_6'22"E p;N.ly Y 0.28 ACRES ± TO THREAD I=
115.12'-~~-~ M' Y OF RIVER INC.fVW
S7,0°27, Y I NI
"I
J+ - ME4N ~r E2% 17, 0.26 ACRES ± TO THREAD
THREAD OF RIVER ` DER ~I A `O OF RIVER EXC-TM
~`SS0°
L
I
+ M_ '~~9r, S87°32'15"E 308.28'
EANDER LINE 275.19' 33.09' I
LEGEND 1626a--- - - - - - - -
p..
O 0 H.W.M.
MASONRY NAIL FOUND b OQ c~ ((~~o~ -
16.69
1 5/16" O.D. IRON PIPE FOUND
- _ 327.47' 33.02'
:ee
1" O.D. IRON PIPE FOUND SOO°2T1 S"W-' S89-321 11E 360.49'
p 314" X 18" IRON REBAR SET WEIGHING 62 ± EAST -WEST 1/4 LINE E1/4 CORNER
1.50 LBS. PER LINEAR FOOT SECTION 17
BUILDING SETBACK LINE (AS SHOWN) - - - - - - - -
OUTLOT 1 IS INTENDED TO BE OWNED BY
THE OWNERS OF T O CERTIFIED `Y WETLAND MAP RECORD DINVOL. 18, PG SURVEY
THIS INSTRUMENT DRAFTED BY SAM ADAMS SHEET 1 OF 2 SHEETS
JOB NO.05-10 DATE 2-15-05 Vo / I ~IS76