HomeMy WebLinkAbout004-1042-50-200
Wisconsin Department of Commerce SOIL EVALUATION REPORT Pape _ of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code -
Attach complete site plan on paper not less than 8 112 x 11 Inches In sizd. Plan must County ST CmX
include, but not limited to: vertical and horizontal reference point (BM), cH~ec(lon and Parcel I.D, l
percent slope, scale or dimensions, north arrow, and location and dialonv+e to nearest road. J ~Q
Plionse print all Information: Re owed by Date
Pereonat information you provide may be need c y aw, e. 04 (1) (m)). C)~
Property Owner Pr party Location
41
W
c~ , 3 VJ 1/4 .5re 114 S 19 T_41 N R is
Property Owner's Mailing Address Lop Blocft # TName or CSM#/ U g t
Z'71.9 L{O"\A\JE. I C►~DING/
city State 23p e City
❑MIlago Town , ad
i L5() n1 W i 54 0 1-7 zCto-1 t~ OFFICE
CAD
New Construction Uso:;$(Residential / Number of bedrooms Code derived design low rate GPD
❑ Replacement ❑ Public or commercial • Describe:
Parent matenai DSTQN)e T Flood Main elevatiV73, o ~ tt•
General comments r l~
andrecommendations: MDu1J1J S,ASTE:ff\ I•'9y SAND F11.t` I~
g -a O de'd rod y;
0,H LOADINb RASE (Lqq i
4-z) t 06 tu
~ Boring
I Boring #
1 I 1f Pit Ground surface elev, _q5. ft. Depth to limiting factor in
2-3 Sall Application Rate
Horizon Depth Dominant Color Redox Description Textyra Structure Consistence Boundary Roots GPDIff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Etf#2
1 0-9 10V*2 5~ -m6tb rr1J r 34f-al 5, 0M
Z ~-1 0,4 KN - 1 - cb s 2vf -r" 1 0,
-i I Z-
3 16-23 0 \1 o vn ( CAS 0.4
0
23-27 10 9Tq in i~ 0,
y 5+ 44 0, 4
Boring # ❑ Boring
Pi; qgS ~ n. Depth to limiting factor Fz_1 1> Ground surface elev. _ J y in.
Sail Application Rate
zon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munson Qu. Sz. Cont. Color Gr. Sz. Sh, 'Etf#1 'Eff#2
0-9 E L _ ~ K s vf- CD 0-5- 0,4
Z -Iy t 'lKL' - 5~1 zfr-mar rn r a5 Zi - 05 0.
3 jq-19 `1Ky)5 41je 5'1 CA' If- L sb mfr 2 r
Effluent #1 = 8091 > 30 < 220 mgrL and TSS >30 150 mg/L ' Effluent #2 = BOD, < 30 mg& and TSS < 30 mgrL
CST Name (Please Print) CST Number
MARI 10 H O t- L S E SignatureU b7:, z 37-
Address Date Eva] ad Telephone Number
W9475 690{SAVE, RIVE FALLS UJI 59022 10-0$-02_ („715 y26-1'17.5
Property Owner. P Z OAAL-b ij-91R Cc 3cw f\ parcel to # PEJ~?Dl ►.1(„ Page Z of 3
Boring # ❑ Boring
✓ 19 Pit Ground surface elev. _ -7 g_✓{ ft. Depth to limiting factor 1 . _ in. Soil lication Rate
Structure Consistence Boundary Roots GPD/fF
Horizon Depth Dominant Color Redox Description_ Texture
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#t 'Ef#2
t 0-10 10 R3Iy -~abK d,5 0,4
2 -17 10 \A 2 - .5
1 loy -_5 1 1d O.H O,b
-7-27
1-91 Boring # Boring Q 2_57 ❑ Pit Ground surface elev. _ 7• ft. Depth to limiting factor - - In. Soil Application Rate
C Horizon Depth Dominant Color Redox Description Texture SUudurc Consistence Boundary Roots GPDItt'
In. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 'Eff#2
Y' o-g o R'~y L - t C o, S .g
to \1 1Z x 2 4z- O,y 0.
t~ ' 3 l2-IS 4145 (~\snK fn 'r 0.S -m 0 y 0'~'
(1' y ?-20 e-!! Io til Is - r - it ,l.
0 \1 e, I S _ z G' U f s 0s y o• b
a Boring # Boring
❑ Pit Ground surface elev. _ ft. Depth to limiting factor in.
_ Soil Ilcatlon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tf
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
i
Effluent #1 BOD, > 30.< 220 mg/L and TSS >30 < 150 mglL ' Effluent #2 = BODE ! 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.
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PATE: 10-OY- OZ-
Parcel 004-1042-50-200 03/27/2007 04:06
PAGE 1 OF 1
F 1
Alt. Parcel 18.28.15.288A-20 004 - TOWN OF CADY
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 - UNDERDAHL, ROBERT B
ROBERT B UNDERDAHL C - LONGEN TONYA J
LONGEN TONYA J
106 W ELM ST
ROBERTS WI 54023
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description " 2752 CTY RD N
SC 0231 BALDWIN-WOODVILLE AREA
SP 1700 WITC
I
Legal Description: Acres: 3.270 Plat: 4559-CSM 17-4559 004/03
SEC 18 T28N R1 5W 40A NW SE FKA Block/Condo Bldg: LOT 2
XC 15/4196
NKA LOT 2 CSM 17-4559 (3.27AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
18-28N-15W NW SE
II
Notes: Parcel History:
Date Doc # Vol/Page Type
10/08/2003 742974 2431/315 WD
07/10/2003 729557 17/4559 CSM
07/23/1997 842/54
07/23/1997 711/475
more...
2007 SUMMARY Bill Fair Market Value: Assessed with:
0
Last Changed: 09/07/2005
Valuations:
Description Class Acres Land Improve Total State Reason
PRODUCTIVE FORST LANDS G6 3.270 9,800 0 9,800 NO
Totals for 2007: I
General Property 3.270 9,800 0 9,800
Woodland 0.000 0 0
Totals for 2006: II,
General Property 3.270 9,800 0 9,800
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
/S
8 3 5 7 9 7
pp VOL21 PAGE 5282
WAL5H
O KATRLEER H.
LLVJ REGISTER OF DEEDS
OCT
ST. CROIX CO. wI
RECEIVED FOR kECORD
10/02/2006 03:45PH
ST.CROIXCOUNTY CERTIFIED SURVEY MAP
SURVEYOR'S RECORD REC FEE t 15.00
COPY FEE: 4.00
PAGES: 3
CERTIFIED SURVEY MAP
Ronald R. and Brenda L. Riek
Part of the Northwest 1/4 of the Southeast 1/4 of Section 18, T 28 N, R 15 W,
Town of Cady, St. Croix County, Wisconsin
NORTH QUARTER CORNER
SECTION 18 T 28 N, R 1s W
(Found 3/4" Iron Rod) UNPLAMD LANDS.
- - - S 89°21'°3" W 527° 92' _
N8g°set'o3"E 74' EAST-WEST UARTSRSE(7'II(Found I w=
v~7 ■ 3 g RTH LJNLr NW 1/4 - SE 1/4 3.37' iv6.74'
2617-44'
EAST QUARTER CORNER
WEST QUARTER CORNER SECTION i8, T a8 N, R i5 W
SECIIO 18, T 28 N, R >5 W Berntsen Survey Nail)
(Found i" Iron Pipe)
cA
LOT
3 q 16.275ACRBS W '
IAT a 4~j-yy+.
16599ACM OR °
r _ OR 921 SQ. FT.
t $ q 7a3.o67SQ. FT. $ 1g. BAR RBS 8 AI
g 1$.921 ACRES 68g 716 SQ. Pr r4
4 3 RM 3 ` \
$ a- p SEE RIGIff-OF-WAY 8;
I $ x (R=S 89°0456"H'J x ~ IIEETsET~
z z 8 8g6$ W B[lILDINl3 SETBACK tS
~~t87asT~ (1oo'fromR/W 369.77
OwWIM91 ADDRSS4 ^ Lot 2 $o A 3 A (R = S 86°
27684othAVEVUE Gr P
3
WILSON, W7.540-27 I pjj 8 ~3 " - - s $a C.
00 1
9F,
"e ^ - r i" x~ 8 n7~r~
i--6- x- - &P9. ° 1 c5= _y 41~ _L
6q_
66.oe' ide Joint ~ S 89°17'49° W 721.61' kl ' i
Driver~ay Easement SOUTH IJNE Y
NWi SE 1/4
UNPLATTED LANllS(~~
SOVM QUARTER CORNER
SECTION 18, T 8 N, R 15 W J
dAmw-
(Found Bernts.2 Aluminum Monument) C~
~t9 C ON@,~ N
LEGEND 'Waft
• i.nvx~ly n
~ MCJ i
Indicates 1"O.D. x i8" Iron Pipe Set =v.3 00
LDHNVILL.B. • '
° (Min. Wt. - 1.13 ibs./lin. R.) Wz w E
i
• Found 3/4" Iron Rod
Section Corner Monument L~xD a
»A
0 (as noted) August s9. 2006 scale in Feet S 1. = Oct
A Indicates Soil Boring 1
- x Indicates Fence 200 Ioo 0 300
3~ are rrferencod to the East-West quarter section _
Nrre q Seo . 18, assumed bearing 9 89•=103" W.
(R = ) Recorded As
This Instrument Drafted by Mark W. Peavey SHEET I OF 3 SHEETS
I of3 Vol 21 Page 5282
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