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Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT IVA- Page of
Labor and Human Relations
Division of Safety & Buildings in accord with ILt' 183.05, Wis. Adm. Code
ST G,~p/
Attach complete site plan on paper not less than 81L s in size. Plan must include, but COUNTY X
not limited to vertical and horizontal reference T~ ti % of slope, scale or PARCEL I.D. A
dimensioned, north arrow, and location and are o2-2 U7 0 cc)-
APPLICANT INFORMATION-PLEArNT f'ORM R WED OAT
ROPERTY OWNER: ROPERTY LOCATION
P A P3 Dy C U D l7 On LOT !3 E 1/4 /JUJ 1/4,S LS T L 9>
N,R I E (or) W
PROPERTY 0 E ':S MAILING ADDRESS LOT BLOCK i1 SUBD. NAME OR CSM tr
CITY, STATE ZIP CO ER OCITY []VILLAGE N NEAREST ROAD
iP!!r ~.4 ~S lt'J/, Sy02 Z`j°a! ) ~/1-5j ~/a kinN,vi'G~i~f/.vi L cvE.P~~t°~
jq'New Construction Use [ gResidential r .t_tr bedrt5.17 [ ] Addition to existing building
I ] Replacement [ ] Public or commercial describe
Code derived daily flow fo 00 gpd Recommended design loading rate -7 bed, gpolft2 trench, g02
Absorption area required SOD bed, ft2 S00 trench, ft2 Maximum design loading rate ' 9 bed, gpddtc, trench, gpd1ft2
Recommended infiltration surface elevation(s) 5-eX_ 3 ft (as referred to site plan benchmark)
Additional design I site considerations 7KSE Ay,- D w/ 16""' .S~tti j.) 'f/// - oy~7? ,g,T v~ o
Parent material SG'S 92- 14 v 13 BA R D 5 ? 106-4-1 S Flood plain elevation, if applicable H ~ It
S =Suitable for System CONVENTI MOUyo IN-GROUND_PRPSURE AT S DE~r O TEM IN FILL O SING
U= Unsuitable fors stem O S 20 L~ S O U O S 19-If
SOIL DESCRIPTION REPORT
Boring# Horizon Depth Dominant Color Mottles Texture Structure consistence Bourd3y Roots GPD/ft
Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. Bed renli
d_y ~7_<7%e !LL s ate, 777 .77 s z'-'
Ground 3 - 2 2's. y"P f/ S L p A ~ 7L 2 d S s' -17' ; S
elev.
ft. y 7"11,Syp <'13 erZP vf. S,
Depth to
limiting
faces _
S5S i
Remarks:
Boring #
/ o- z,s L2_ /s s
Z Z - / z.s y2 y /s /7c- s
Ground
elev.
ft.
Depth to
limiting
.
factor
SSS
Remarks: 1A:,4 bf P17'' - Z g/Sa ~yo T Syi'T ~,61~ '1102 Eyx5;v /LIOU,vIJ
TName:-Please Print Daj3~T 2-11h el elh 1 Phone: 3 Pi~; _ FjA05
ddress: 1i / ~Pl7 f/41pra o 4w, S yo/~ ~Sr-y iy~z
Signature: Date: CST Number:
4eo --y "o"s o/a G
0/1c:7 1-A_Vjr1t7Wf%,'7-
4
PROPERTYOWNER SOIL DESCRIPTION REPORT Page of
PARCEL I.D. #
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bmid ry Roots GPD/ft
In. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed nench
3 0-/2- -7,5 Ye s ~fs6,~ ~ls s
2 2 /o /le 416 f"e ds s 2 f 5 G
Ground -3 Y/z 7 .s V Z 51e tAJ
elev.
Depth to
limiting _
belor
i
sss
Remarks:
Boring #
s~
z
%-3 3 2,S y1,2 S~ /S z -fsxe G~S s Z F .00
3 71-)- 2-
G _yg SS S GC
Ground AJ ',j
elev.
I.
LS
ft. c c zD T
Depth to
lmitng i
factor
_3 Zz
s sS
Remarks:
Boring #
o-/L ZIS" YR y~2 ~s 2 51j~ S ? . 7
z /.2- 5141
/s 1 ~s s s
Ground 3 " y /D ~Z S z `2 .5--f o, S h ,`1 ;v
elev.
Depth to
limiting
S55
Remarks:
Boring #
10-7 2- 4xt
1
C Z f' l ~s k) P u
Ground 7-yo 2 ,s S/
elev.
~Gft
Depth to Vf d I
limiting
face
Remarks: _~Jif'~~ °f ~7G T ,37,77,461,r- CDfI 099f1/D AC M7\
Page ~ of _
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT
Labor and Human Relations
Division of Safety & Buildings in accord with ILI IR 83.05, Wis. Adm. Code
CiPOi il(
FPA NTY 5_77
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but CELI.D. #
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or
dimensioned, north arrow, and location and distance to nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
•R A13 0 y CU PO GOVT. LOT IJ E 1/4 NL11/4,S zS T L t~ N,R 149 E (or) W
PROPERTY OWNER•:S MAILING ADDRESS LOT # !BLOCK # SUED. NAME OR CSM #
o S N . ~'vDD ~9 vt44 P.9R r -,4-0 l9 ca.5
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY (]VILLAGE BMWN NEAP ROAD
A-144 64//S Syoz Z t 715) y25 - f/10 2- K1,VAI/ c,E'i.vvi G l E_v
14New Construction Use [ Residential / Number of bedrooms [ ] Addition to existing building
I ] Replacement ( ] Public or commercial describe
Code derived daily Now (a oo gpd Recommended design loading rate bed, gpdtI? trench, gpolft2
Absorption area required 50-0 bed, ft2 50D trench, 112 Maximum design loading rate bed, gpdm2 trench, gPdIll2
Recommended infiltration surface elevation(s) S.e,P- P ~ , 3 _ft (as referred to site plan benchmark) "J 4
Additional design I site considerations
Parent material SCS 92- ►4 u h313 A R 0 5 S Flood plain elevation, it applicable n
S = Suitable for systems MOUND IN-GROUND PH uR1: AT- S c~ SYSTEM pit-] 0 FILL HOLDING C~
❑ S B10 191 ❑ U I] S
U =Unsuitable for stem Li
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
Boring # Horizon In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ranch
0- xlyve 3 2- S ~ s6~ ~,i? ~S 3 hv%
7
< si Zs -
Ground 3 3y- f5 z sYR s
elev.
it.
Depth to
limiting
factor W
~~5:~-~ L/•;c/i ~fiT 'o.~ l ~7--~ iT ~Pi P
51 TF o amore O r/.v~ rf T' flf~~1- s'/'.5' Tyr s
Remarks:
Boring # 2- ~S 2,is, S G~,r? C5 7 '
eS - 5
i,5 "Y4 S 2 S f/f ~S U/, R Gt / S -~v
Ground
elev.
ft.
Depth to
limiting ENGp v
factor 1/
Remarks: si ~ ~•l~ - l~il° /~l0 U~l~ ^ .~O~PE /J/ fS N~9z~2~
CST Name-.-Please Print ~0,g~~ T-- 711bel~A Phone:
Address: .ve-L P10 vDso.~ ~ Z" 2
Signature: ~yl / Date: C CST Number:
I
I
PROPERTY OWNER "A-112 / ~D 301E DESCRIPTION REPORT
PARCEL I.D. # ~rj Gq 5" Page ` Of
Boring # rrlzon Depth Dominant Color Mottles Structure
In. Munsell Qu. Sz, Cont. Color Texture Consistence Bour g Roots GPD/ft
Gr. Sz. Sh. Bed mndt
O-~ /D Z CS-
Ground Y1-33 2 ,5
G 5,4 % S D , s .h•~
elev.
~tt. ~~rGV - cTil~ -
Depth to 4-7
- ,
limiting
factor
S,ss
Boring # Remarks: 01('4.vJ) D~ S S im
E2- 0-/3 % ,e 3/Z S ~ v~ ms's . ~ ~
e"{/e cs . S -G
Ground 3 ' y z• S yjP G ` 2 aQ ~S C,,C' r S ,
elev.
tt.
Depth to d - C i>1 7~ v ~9~ D ~.v~- ~.v c vv
ng
_
factor
i
Remarks:
Boring #
13
i
3.
Ground
elev.
IL
Depth to
limiting
factor
Remarks:
Boring #
4
i
Ground
elev.
ft.
Depth Iolimiting
factor
Remarks:
con 012-3^10 nr '"In
VZ 5 T P~'d,o~ 7 % G~vc
c
LP rn
kA LA
03
o N b o
W `ZN
'k.
W
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o i LA
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• 04/16/2007 03:48 PM
Parcel 022-1070-20-000 PAGE 1 OF 1
Alt. Parcel 25.28.18.389A 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 - CUDD, RANDALL P & YVONNE R
RANDALL P & YVONNE R CUDD
929 QUARRY RD
RIVER FALLS WI 54022
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 25.080 Plat: N/A-NOT AVAILABLE
SEC 25 T28N R18W PT NE NW BEING LOT 1 Block/Condo Bldg:
CSM 10/2881 25.08 ACRES
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
25-28N-18W
Notes: Parcel History:
Date Doc # Vol/Page Type
07/23/1997 1112/309 WD
07/23/1997 1090/164 LC
07/23/1997 451/600 WA
2007 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 08/11/2005
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 25.080 150,000 0 150,000 NO
Totals for 2007:
General Property 25.080 150,000 0 150,000
Woodland 0.000 0 0
Totals for 2006:
General Property 25.080 150,000 0 150,000
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
IsF
Fea ~14F0
11 4 IM
FN4 199S
SURVEYOIR'S ag R 911 °1xC a ~a SH
Z Wr
526214
CERTIFIED SURVEY MAP
LOCATED IN THE NE 1/4 OFTHE NW 1/4 OF SECTION 25,T28N, R18W, TOWN OF KINNICKINNIC,
ST. CROIX CO. , WISCONSIN.
PREPARED FOR RANDY CUDD
NOTE: BEARINGS ARE REFERENCED TO THE
NORTH LINE OF THE NW 1/4.( ASSUMED).
C lL~~ ~C N1/4 CORNER OF SEC. 25
NW CORNER OF SEC. 25.
UNPLATTEO LANDS sas°57'24"W
,NORTH LINE OF THE NW I/4 24'75 , -
N8 9°57'24"E N89°57'2 4 E 1297. 34
_ 470.34.
1322.09' 827.00
S44057 19"E
34.95
0:
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a.
J,
a C)
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M
LOT LOT 2
a 2 5.08 ACRES 14. 99 ACRES
11, 092,624SO.FT.1 1653,094 SO,FT.) 'S )
lU M 24.89 AC. EXC. ROAD R.O.W. W ro 14.96 AC. EXC. ROAD R.O.W.
In ( 1,084,329 SO.FT.) M 1651, 750 SO. FT.)
N 1 0)
1!)
t
co
0 0
2 0
1k ~ 2
~L
W' o.
H W:
J. Q.
a' i JZ• a'
• / HIGHWAY SETBACK LINE
et . N
o
7 O
N89°1542"W 831.00 831.00' 495. b8
_ N89°1542W 495
M
M V 9 R R N D RZ- 1- 3 2 x. 0 8 M
M "
M Y M
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U N PL ATTED LANDS ~qz " f-` Is:
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E
• ® =COUNTY SURVEY MONUMENT FOUND. ~ S- 1604
SPRING VALLEY
O = SET I"X 24" IRON PIPE WEIGHING WI&
1.13 LBS. PER LINEAR FOOT.
C 11 '1 . a :eif as •r~ ~
4
SCALE I 200' .1L c0 'leg"
Ct`C+O;,_JAMES M. WEBER S-1804
NELSEN - WEBER SURVEYING '
..nf 1 '?!^i {j;nvs o DATED 1Z -~a-`~y
SHEET I O F .2.<F:,,.-r-rA z"D 5 z - 2-S
r..
94-167 THIS INSTRUMENT DRAFTED BY JIM WEB
E;R,;y,;•;y
~tuyira
Vol 10 Page 2881+