HomeMy WebLinkAbout004-1012-95-300
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3
1 Division of Safety and Buildings 5 0
Amish ' In accordance with Comm 85, We, Adm. Cade
County .ST. exC)1 x
Attach complete she plan on paper not leas than 81/2 x 1 I Inches in size. Plan must J
Include, but not )united to: vertical end horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance
to nearest road.
I Please print all Information. Rs Y Data
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Personal information you provide may be u afor 1e.e4 (1) (m)).
PropertyOwner• g{ayFQ,S: tA #gWif Property Location
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CM PJSTIrlJU3EN i 5 w 114 QW 1/4 S (p T 2$ N R S W
CD RIK~ 1 NE ACa'k T~ HOF
Property Owner's Melling Address 4 Lot # Block # Subd. Name or CSt~%
i. V
5~ y 3 - ~►DIxG/l1 1 7 0 9
City State Zip onm umber q Q City O Village M Town eared Road
Wooo utL-.N-:~ sir o - CADY 2-70-"% qua.
New Construction Use:XResldential I Number of bedrooms Code derived design flow rata GPD
Q Replacement Q uWIC or rdal • Describe:
Parent material T+b t ZB-i sr rr lood Flain elevation' icabie l~• _ 8
General comments C(.U-e_ CST- ffCGG 6L l~ ~ Z
andrecommendations: MDUND SYSTEM 0.5 L0.1Dt136 R,ATTL Of G /O q• 3q a4-- 4 J6-1
. (a7 / 5AWD FILL
! 1 ZUl ~►'rrr+ 3/ 4s 32 - -7410 Atr- 40 t- dh►, d ~PS:~,
V11
! ! U Boring
Boring q
( 1 pit Ground surface elev. _~0 5 • ?~1 ft. Depth to limiting fact or Z8 In.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. •Eff#1 •EfT#2
t` r' R ! - f D tL~lz 3E-nt s 0.5 6-1
A
3 4_ly F0.4 Sit _ K C b ZVT-m 0.5 •9
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NO 11 LL-W saV419 POCK S OP SA D
(,SOM raRAVe L
❑ a Boring # Boring
Pit Ground aurriatx elev. _jOQ,I_+•L it, Depth to Urnhlrtg factor _ 28 In
Shc Ilcaliort Raie
Horizon Depth Dominant Color Redox Description TextM Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh, •Eff#i •EfW
2 Q-15 rc3l~ st! z~-rn WtF cb .s .t
3 t -z8 loYK314 Sr1 W' Fr 0.S 0.5 O,t;
rf K3~t'f< ~Id ( ab t Vf i~ 0. L. O.3
Hack to 2 i M Ali Sl etm-is)
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• Effluent #1 - BOD > 30 < 220 myL and TSS >30 ~ 150 mg/L ' Ef&enl #2 BOO 30 ng& and TSS S 30 mg1L
CST Number 4
CST Name (Please Print) Signature
2z 83Z.
N a HOL Q sT~
'I Address Date Evaluation Conducted Telephone Number
W9175 64oi'~AVE, vE "FALLS WT 5LI02Z Ob-2-1-03 Ot5 yzb-1~7S
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Property Owner. 17E1e}1oF- GLiR2,AUU Parcel 100 CP~NDI>•1l.~ y~_ Page Of
Boring ft Boring -
I' Jd Pit Ground surface elev. ft. Depth to limiting factor In.
Soil IlcatJon Rete
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu, Sz. Cont. Color Gr. Sz. Sh. 'Eft#1 'Ett#2
I 0-1 10`1 Z4 L- oayfr_ do - 0 .5 04
3 Il.-z o `V_Vq -t) Zf J - 0.5 O.E
'4 -LabK r f 6.4 0.1.
10 14 K 46 s e, Vj
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t ❑ Boring
Boring #
❑ pit Ground surface elev. _ (t. Depth to limiting factor . In.
j
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
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a Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to Ikniting factor In.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsett Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BOO, > 30 < 220 mg/L and TSS >30 ^ 150 mglL ' Efiuent #2 = BOO, < 30 mg/L and TSS < 30 mg/L
fhe Department of Commerce is on equal opportunity service provider and employer, if you need assistancc to access services or
need material in an alternate format, please contact the department at 608.266-3151 or TTY 606-264-8777.
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Parcel 004-1012-95-300 07/07/2005 10:03 AM
PAGE 1 OF 1
Alt. Parcel M 6.28.15.87C 004 - TOWN OF CADY
Current k ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): * = Current Owner
KURT & ELIZABETH CHRISTENSEN " CHRISTENSEN, KURT & ELIZABETH
877 BENOY DR
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 557 270TH ST
SC 0231 BALDWIN-WOODVILLE AREA
SP 1700 WITC
Legal Description: Acres: 4.330 Plat: 1798-CSM 17-4618 004/03
SEC 6 T28N R1 5W PT SW NW CSM 17-4618 LOT Block/Condo Bldg: LOT 03
3 (4.330AC)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
06-28N-15W SW NW
Notes: Parcel History:
Date Doc # Vol/Page Type
01/08/2004 751025 2487/624 WD
09/23/2003 741092 17/4618 CSM
07/23/1997 1023/546 TI
2005 SUMMARY Bill M Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 05/24/2004
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 4.330 400 0 400 NO
Totals for 2005:
General Property 4.330 400 0 400
Woodland 0.000 0 0
Totals for 2004:
General Property 4.330 400 0 400
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
7 4 1 X1'3 2
VOL 17 PAGE 4618
KATHLEER H. YALSR
REGISTER OF DEEDS
RECEIVEDXFOR•kECORD
09/23/2003 04:00PM
CERTIFIED SURVEY MAP
REG w f-EE'r as."
COPY FEE: 3.00
P
CERTIFIED SURVEY MA 2
LOCATED IN PART OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 6.
TOWNSHIP 28 NORTH, RANGE 15 WEST OF THE 4TH PRINCIPLE MERIDIAN, TOWN OF
CADY, ST. CROIX COUNTY, WISCONSIN.
31 I ;
IFOUND 3/4" REROD
NW 1/4 COR. NORTH LINE OFTHE SWN /4 OF THE NW 1/4
o
01 1 SEC. 6, T28N, R15w ' " W 12 1
/ ` - 121%.9.3'
; Fya~.~ , anQ Perks CommNtse
CEP 2 3 2003
I I
I I ' it not jwmow onmm 30 days of
I. I I vXmW date app MW shall bed. _
10, ' 1 ".11 ndvw LOT 1
ui I I I INCLUDING ROW J
NI 11 1 1 L7 807332 S.F. 4p
I I N I 18.53 Ac. sus a "1
-+I I .r EXCLUDING ROW CIVS
at 0 786013 S.F.
1, I i \ 18.04 Ac. 4~
I $ ; I 100• 3 \ i ' t~ ROGER LYNN
I I IS o•
ZIP
I • f I ; M °o `~j HUMPNpR~EY
1; I 1 'n N S-2188 Z I
M WOOOMLLE f N
• Q- ~
' t----------------------------------------- -5--.•~~4- -
33.00 ~q J~ ~ n ~
ad I i
66.00', 1 N 89'42'54" E 1250,43'
° I j1 1217.43' asras*sss w
3
6.00 \ GI
659,63,
I I N 88'42'54" E
• W
~I
33.00' i (&0 Y • w
1
zII~ I W
1 .
= m N 00 I 4.33 Ac. M ~
C-4 in
I N I N i EXCLUDING ROW 1A N <
~I I I 179063 S.F. N 3 w
it ? Y3.00' 4.11 Ac. w LOT,,2""
71 I i N 89-38-06- E ' e W INCLUDING ROW
446 ini 1 i 627.53 10.213 c.F
EXCLUDING ROW
I I i LOT 4 0
440296 S.F.
1 INCLUDING ROW o 10.11 Ac.
218144 S.F. z ET FROM
I b l o i 5.01 Ac. COUNTY
TIES EAST
I nl~ EXCLUDING ROW pl. 11, 1/4 COR.
+T' 207253 S.F. CTION 6,
1 1 4.76 Ac. T28N, R15W
0 -661.56'- N 89.38'56" E
587.29'
(/-33.00' 623.56'
89'3.. i '-39- IN,
p'5S E 215.85
N
FOUND 1" IRON PIPE EAST - WEST 1/4 _IME OF SECTION 6 IMP-LATW-LADS i
1 1 WEST 1 /4 COR. uN?-L&TTiD-L/, u;i I 9b2lE2 9Y 9JH~R~
SEC. 6, T28N. R15W - - 1248.)85' - l
N 89.38'56" E 5211.82--
NOTE: LEGEND:
BEARINGS ARE REFERENCED TO-THE WEST OWNER: >i 'R'
LINE OF THE NW 1/4 OF SECTION 6, LORRAINE ACHTERHOF ■ SET 3/4' BY 18" IRON
i.SSUMED TO BEAR S 00'33'50" W. 569 270TH STREET PIN WT. 1.50 LBS./FT.
WOOD i','_E, WI 54028 $ COUNTY SECTION MONUMENT
SURVEY CONDUCTED AT THE REQUEST OF: (FOUND AS NOTED)
KURT & ELIZABETH CHRISTENSEN 100' BUILDING SETBACK
e77 BENOY DRIVE LINE
HUDSON, WI 54016
0 SOIL BORING LOCATION
SCALE. 1' - 200'
JOINT DRIVEWAY EASEMENT
0 so 100 200
THIS INSTRUMENT DRAFTED BY BRIAN PERSON SHEET 1 OF 2
HUMPHREY ENGINEERING
Vol. 17 Page 4618