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Parcel 004-1026-10-000 03/27/2007 02:47 PM
PAGE 1 OF 1
Alt. Parcel 11.28.15.178B 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
RONALD R LYNN O - LYNN, RONALD R
420 320TH ST
WILSON WI 54027
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description -
z-SC 5586 SPRING VALLEY JQ/~
SP 0100 CHIP VALLEY VOTECH
V 12~1`f-7 MfWkJ
Legal Description: Acres: 10.000 Plat: N/A-NOT AVAILABLE
SEC 11 T28N R1 5W 10A IN SE SE LOT 1 CSM Block/Condo Bldg:
VOL 2/420 ORD
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
11-28N-15W
Notes: Parcel History:
Date Doc # Vol/Page Type
06/23/2003 726771 2284/021 QC
08/30/2000 629027 1538/394 WD
07/17/1998 583181 1341/123 TI
07/23/1997 1162/631 WD
more...
2007 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 09/07/2005
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 2.000 28,000 274,400 302,400 NO
UNDEVELOPED G5 3.000 1,900 0 1,900 NO
PRODUCTIVE FORST LANDS G6 5.000 15,000 0 15,000 NO
Totals for 2007:
General Property 10.000 44,900 274,400 319,300
Woodland 0.000 0 0
Totals for 2006:
General Property 10.000 44,900 274,400 319,300
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: 04/17/2001 Batch 511
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
ST. CROIX COUNTY
SURVEYOR'S RECORD
~ ....wMw,.~
34 1618
CERTIFIED SURVEY MAP
co FILED S.E. 1/4-S.E. 1/4-SEC. 11, T 28 N- R 15W
JUL 251977 ♦ FOUND
JA423 O' CONNE(( f
C- R. R. SPIKE
~IXf~y1 j EAST 1/4 SECT. II
14 C9 whomw.la
~ S 89455'- 50" E
---466.75'--- \33.3
I
ss, O K
i 1--66' TOWN ROAD
I
II
I
BEARING ARE ASSUMED NORTH-SOUTH I
ON EAST LINE OF SECT. II
o LOT - I lox
o m 10.00 ACRES MID
LEGEND z a) i M o ttNio9eaB~ s~.
- I"X 24~ IRON PIPE WT. (INCLUDING RD. R.O.W.) iycQ ~
O
1.68 LBS. / LIN. FT. EAST SEC.
LINE GENE C.
1 • SHAFFER
1 I S-1325
HUDSO
I I WIS. r
`1 •~O ,mod
77 R
zoo' 100 So o' 200' .o
o°' ss. I
Eli
I
ono `s0% 3 33 FOUND
SCALE I"=200' -466.75'- - - --e I- I/4" IRON PIPE
N 89°- 55 - 50 W S.E COR. SECT. II
SOUTH SEC.
LINE
THIS INSTRUMENT DRAFTED
SURVEYOR'S CERTIFICATE: BY A. NYHAGEN
77-47
I, Gene C. Shaffer, Registered Land Surveyor, hereby certify that in full compliance
with the provisions of Chapter 236.34 of the Wisconsin Statutes and Section 5.4.2 of
the St. Croix County Zoning Ordinance and under the direction of Stephen Sonmor,
owner of said land, I have surveyed, divided, and mapped said parcel of land, that
such survey correctly represents all exterior boundaries and the subdivision of the
land surveyed and that this land is located in the SE 1/4 of the SE 1/4 of Section 11,
T-28-N, R-15-W, Town of Cadr,,St. Croix County, Wisconsin, further described as
follows:
Commencing at the SE corner of said Sec. 11, also being the point of beginning
of this description: thence N 89-55-50 W alone the South line of said Sec. 11.
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor ~d Human Relations
Dissio~of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
St. Croix
Attach complete site plan on paper no i es in size. Plan must include, but
not limited to vertical and horizontal refe nce t JP), dir ion and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road. 004-1026-10
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
Robert Shafer GOVT. LOT SE 1/4 SE 1/4,S 11 T 28 N,R 15 AK16r) W
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUED. NAME OR CSM #
1936 South Xenon St.
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE ErOWN NEAREST ROAD
Lakewood CO 80228 (303) 986-7032 Cady I 320th St.
jx] New Construction Use Kx] Residential / Number of bedrooms 3 [ ] Addition to existing building
I ] Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate .5 bed, gpd/ft2 .6 trench, gpd/ft2
Absorption area required goo bed, ft2 750 trench, ft2 Maximum design loading rate `.5 bed, gpd/ft2 .6 trench, gpd/ft2
Recommended infiltration surface elevation(s) 101.5 It (as referred to site plan benchmark)
Additional design/ site considerations install 5 1 x 751 rnrk hari mni ind nn inn 5 ac i mcl npe edge of rack w/ It sand f i l l
Parent material glacial till Flood plain elevation, if applicable NA ft
F = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
=Unsuitable for system ii S Eau as ❑ U ❑ S O U ❑ S O U El S 0 U ❑ S )@U
SOIL DESCRIPTION REPORT
Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trends
1 L 1 0-5 10YR 3/3 - S1 2 m cr mvfr CS tf/m .5 .6
2 5-15 10YR 5/3 - sl 2 m sbk mvfr gs 1m .5 .6
Ground 3 15-25 7.5YR 4/4 - sl 2 m sbk mfr cs if .5 .6
elev. w/ common Gy i coats on peds a rd occasional SS gr
97.6 ft.
4 25-35 7.5YR 4/4 f2d 7.5YR 5/3 sl 2 m sbk mfr cs if .5 .6
Depth to 9YR 9/A
limiting 5 35-46 7.5YR 4/6 c2d 7.5YR 5/8 scl 0 m - - - NP .2
factor
Remarks:
Boring #
1 0-4 10YR 3/3 - sl 2 m-c cr mvfr cs 1f/m .5 .6
2 2 4-13 10YR 5/3 - sl 2 m sbk dh cs lm .5 .6
3 13-31 7.5YR 4/4 - sl 2 m sbk mfr cs 1m .5 .6
Ground
elev w/ co on Gy i coats on peds & w/ common 5YR 4 SS gr
. ,
100.5 ft.
4 31-41 7.5YR 4/4 c2d 7.5YR 613 sl 2 c sbk mfr Cs if .5 .6
Depth to
limiting 5 4148 5YR 4/4
facStfj -
Remarks:
CST Name:-Please Print Henry F. Grote Phone: 715-665-2681
Address: PO Box 57, Knapp, WI 54749-0057 i T Nam
Signature: Date: 9/21/9 7/15/97 LC~S~ber.
PROPERTY OWNER Robert Shafer SOIL DESCRIPTION REPORT Page 2 of 3
t
PARCEL I.D. # 004-1026-10
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trey
1 0-4 10YR 313 - sl 2 m cr mvfr cs if/m .5 .6
2 4-16 10YR 5/3 - sl 2 m sbk dh cs if .5 .6
3 16-33 7.5YR 4/4 - sl 2 m sbk mfr gs 1m .5 .6
Ground
elev. W/ occasional 5YR 3/4 SS gr
100.5 ft
4 33-45 5YR 4/4 c2d 7.5YR 5/3 scl 0 m - - - NP .2
Depth to
limiting
factor
3311
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
:g
~~::J:4n{4$1ii2~
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
kj
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(R.05/92)
Al
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L L
TO
Gi - Z
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6.6~
IL lip
Ala ~3.\O ia~+ b.~k voU 9.0.1 S~..icyX S~
(~l1 L'/~:s ~ Aso ~ ~o ~a~t c:~e Ngo.
3 0~ 3
WiscQmsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor and jiuman Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
. Preliminary - soils only COUNTY
St. Croix
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 % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to est road.
APPLICANT INFORMATION-PLEASE P L11'AW , ION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
Robert Shaf a GOVT. LOT SE 1/4 SE 1/4,S 11 T 28 N,R 15 XK(br) W
w. 2, PROPERTY OWNER':S MAILING ADDRESS °i OT # BLOCK # SUED. NAME OR CSM #
1936 South Xenon St. d~ }
CITY, STATE ZIP CVDE- PHONE,NUMBER,. CITY ❑VILLAGE E70WN NEAREST ROAD
Lakewood, CO 80228 31 986_7 Cad 320th St.
4x] New Construction Use Rx] Residentiaf/,Number of by roo [ ] Addition to existing building
Replacement [ ] Public or ct mmercia6de ` °Code derived daily flow 450 gpd _ ecommended design loading rate .5 bed, gpd/ft2 .6 trench, gpd/ft2
Absorption area required goo bed, ft2 750 trench, ft2 Maximum design loading rate .5 bed, gpd/ft2_trench, gpd/ft2
Recommended infiltration surface elevation(s) It (as referred to site plan benchmark)
Additional design / site considerations
Parent material Flood plain elevation, if applicable ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ❑ S EIU ® S ❑ U ❑ S ®U ❑ S o u ❑ S RU ❑ S Z U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Twtdt
`...1.... 1 0-5 10YR 3/3 - sl 2 m cr mvfr cs 1f/m .5 .6
2 5-15 10YR 5/3 - sl 2 m sbk mvfr gs 1m .5 .6
Ground 3 15-25 7.5YR 4/4 - sl 2 m sbk mfr cs if .5 .6
elev. w/ common Gy i coats on peds a rd occasi nal SS gr
ft.
4 25-35 7.5YR 4/4 f2d 7.5YR 5/3 sl 2 m sbk mfr cs if .5 .6
Depth to
5YR 5/R
limiting 5 35-46 7.5YR 4/6 c2d 7.5YR 5/8 scl 0 m - - - NP .2
factor
25! -
Remarks:
Boring #
hw44v 1 0-4 10YR 313 - sl 2 m-c cr mvfr cs 1f/m .5 .6
2 i•`:•, 2 4-13 10YR 5/3 - sl 2 m sbk dh cs 1m .5 .6
3 13-31 7.5YR 4/4 - sl 2 m sbk mfr cs 1m .5 .6
Ground
elev w/ co mon Gy i coats on peds & w/ common 5YR 4/ SS gr
.
ft.
4 31-41 7.5YR 4/4 c2d 7.5YR 613 sl 2 c sbk mfr cs if .5 .6
Depth to 5YR 5,'8
limiting 5 4148 5YR 4/4 c2d 7.5YR
- -
fact~r
F
Remarks:
CST Name:-Please Print Phone:
Henry F. Grote 715-665-2681
Address: PO Box 57, Knapp, WI 54749-0057
Signature: ] Date: CST Number:
9/21/95 3065
PROPERTY OWNER Robert Shafer SOIL DESCRIPTION REPORT Page 2 kof 3
PARCEL I.D. #
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench
z~` t 1 0-4 10YR 3/3 - sl 2 m cr mvfr cs 1f/m .5 .6
2 4-16 10YR 513 - sl 2 m sbk dh cs if .5 .6
Ground 3 16-33 7.5YR 4/4 - sl 2 m sbk mfr gs 1m .5 .6
elev. w occasional .5YR 3/4 SS gr
ft.
4 33-45 5YR 4/4 c2d 7.5YR 513 scl 0 m - - - NP .2
Depth to
limiting
factor
3311
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
F
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
h+iy
4+i
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
9
s M~
3
/Ji s
~ o
~ F
t L /
r
G
0
d I
1 A
ILIA
d
0
q
f ~ 0
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page i of 3
Labor and Hyman Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
Preliminary - soils only COUNTY
St. Croix
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
Robert Shafer GOVT. LOT SE 1/4 SE 1/4,S 11 T 28 ,N,R 15 SC br) W
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM #
1936 South Xenon St.
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE MOWN NEAREST ROAD
Lakewood, CO 80228 (303) 986-7032 Cady I 320th St.
4x] New Construction Use Vx] Residential / Number of bedrooms 3 [ ] Addition to existing building
] Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate .5 bed, gpd/ft2 .6 trench, gpd/ft2
Absorption area required goo bed, ft2 750 trench, ft2 Maximum design loading rate .5 bed, gpd/ft2_trench, gpd/ft2
Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark)
Additional design / site considerations
Parent material Flood plain elevation, if applicable ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U= Unsuitable for system ❑ S Elul ®S ❑ U ❑ S O U ❑ S O u ❑ S a U ❑ S )Q u
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 Trends
';...1. 1 0-5 10YR 3/3 - sl 2 m cr mvfr cs 1 f/m .5 .6
M.:..... 2 5-15 10YR 5/3 - sl 2 m sbk mvfr gs 1m .5 .6
Ground 3 15-25 7.5YR 4/4 - sl 2 m sbk mfr cs if .5 .6
elev. w/ common Gy i coats on peds a rd occasional SS gr
ft.
4 25-35 7.5YR 4/4 f2d 7.5YR 5/3 sl 2 m sbk mfr cs if .5 .6
Depth to
c;YR 5/R
limiting 5 35-46 7.5YR 4/6 c2d 7.5YR 5/8 scl 0 m - - - NP .2
factor
Remarks:
Boring #
1 0-4 10YR 313 - sl 2 m-c cr mvfr cs If/m .5 .6
2 2 4-13 10YR 5/3 - sl 2 m sbk dh cs 1m .5 .6
3 13-31 7.5YR 4/4 - sl 2 m sbk mfr cs 1m .5 .6
Ground
elev w/ co on Gy i coats on peds & w/ common 5YR 4/ SS gr
.
ft.
4 31-41 7.5YR 4/4 c2d 7.5YR 6/3 sl 2 c sbk mfr cs if .5 .6
Depth to SYR 5748
limiting 5 4148 5YR 4/4 c2 7
fac~t~~ - -
Remarks:
CST Name:-Please Print Phone:
Henry F. Grote 715-665-2681
Address: PO Box 57, Knapp, WI 54749-0057
Signature: Date: CST Number:
9/21/95 3065
PROPERTY OWNER Robert Shafer SOIL DESCRIPTION REPORT Page 2 of 3
PARCEL I.D. #
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trends
1 0-4 10YR 313 - sl 2 m cr mvfr cs 1f/m 5 .6
2 4-16 10YR 5/3 - sl 2 m sbk dh cs if .5 .6
Ground 3 16-33 7.5YR 4/4 - sl 2 m sbk mfr gs 1m .5 .6
elev. w occasional .SYR 3/4 SS gr
ft.
4 33-45 5YR 4/4 c2d 7.5YR 5/3 scl 0 m - - - NP .2
Depth to
limiting
factor
33 11
Remarks:
Boring #
E3
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
iii`:
3.i••., •..v..v
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
1
Ot, L14
Nt
9
s M~
3
i
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M F
f
r
0
2 ~
0
v
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