HomeMy WebLinkAbout040-1292-80-050 Parcel #: 040-1292-80-050 04/10/2008 os:os AM
PAGE 10F 1
Alt. Parcel#: 24.28.20.1675A 040-TOWN OF TROY
Current X ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
02/10/2004 00 4
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
O-TROY DEVELOPMENT CORP, RETIRED
RETIRED TROY DEVELOPMENT CORP
Districts: SC=School SP=Special Property Address(es): '=Primary
Type Dist# Description
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 3.351 Plat: 09-009-TROY VILLAGE 5TH ADDN 130/145 040-02
SEC 24 T28N R20W OUTLOT 16 TROY VILLAGE Block/Condo Bldg: LOT OL16
FIFTH ADDITION ASSESSED WITH PLATTED
LANDS (7.032AC) EXC PT DESC IN WD Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
2470/631 (3.351 AC)NKA PT TROY VILLAGE 24-28N-20W
6TH ('04)
Notes: Parcel History:
Date Doc# Vol/Page Type
12/09/2003 748631 2470/631 WD
2008 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 03/21/2005
Description Class Acres Land Improve Total State Reason
Totals for 2008:
General Property 0.000 0 0 0
Woodland 0.000 0 0
Totals for 2007:
General Property 0.000 0 0 0
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
Wisconsin u angel bons Industry, SOIL AND SITE EVALUATI N as eORT Page I of 3
Libor and Human Relations � , �, g
Division of Safety 8 Buildings in accord with ILHR 83.05 iS.'Mrh.Code
OUNTY
Attach complete site plan on paper not less than 81/2 x 11 inches in si4 Pl4n must include,but= ST' C��U lx
not limited to vertical and horizontal reference point(BM),direction and" of slope,scale or PARCEL I.D.# pip t N
dimensioned,north arrow,and location and distance to nearest road. ;-
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION', REVI B DATE.3 /U
D�
PROPERTY OWNER: PRO tOCATtOft
COU`T1 fJ T. 1C��1A��►'l eotl�n. S W 1!4 S V/4,SZ9 T '
PROPERTY OWNER':S MAILING ADDRESS• L B # S NAME OR
\'L301 0-e4mfn, AW Q,f;, . *� Z.3 S1 I %Q`d Ull -ftCsE t1DD .
CITY,STATE ZIP CODE PHONE NUMBER ❑CI IGE [fOWN ' NEARESJ
[Xj New Construction Use[4 Residential/Number of bedrooms y [ J ddi'Qn toe ' ti bull g
L I Replacement [ ] Public or commercial describe
Code derived daily flow 6 00 gpd Recommended design loading rate - bed,gpd/ft2 trench,gpd/ft2
Absorption area required $Sa bed,ft2 Z50 trench,ft2 Maximum design loading rate bed,gpd/ft2 •`� trench,gpd/ft2
Recommended infiltration surface elevation(s)$63.0 (`$o`M TtZC1v t tom) ft (as referred to site plan benchmark)
Additional design/site considerations S P-1 'p )N ST,f ct 1X 0h1 f? 3 ►{�, Lam /
Parent material I-o%E-S4 o yt5L GuvQttFt C)J"ILQ1N3H Flood plain elevation,if applicable N A It
S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE I AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable fors stem IRS ❑U [Is El IN S El ®S- [I U ®S ❑U El P U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD/ft
Boring# Horizon Texture Consistence Bw"d ry Roots
Vs S in. Munsell Qu.Sz.Cont Color I Gr.Sz.Sh. I Bed Tmr&
ht'Anv�;iv}xvr{� Q
:� o��3cZ sly z�sb� M h
Lo`-t 2 .9A
Ground 3 Z7-1L9 Z<S`iiZ 3Ly - S d6►. OSg I...t
elev.
F68.oft,
Depth to
limiting
factor
Remarks:
rin #
I 1 fZ
D t sil Z�sbk w►'Ftr ef�, . 5 .�
`' 31Z
B Z lb-�to l�'�IL 2 L2 - S 11 Z t�tSbk Yn - C — ,5
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Ground
elev. If b641y •S `1 Sly - S a.at, O Sg wt 1 .� ' •�
S6E-Y It
Depth to
limiting
factor
Remarks:
CST Name:-Please Print Phone:
Arthur L. We erer 715-425-0165
e
rgerer Soil Testing & Design Service-P.O. Box 74 River .Falls,WI 54022
Signature °!4-2 c)'7 - \3 S Date: CST Number:.
�t,
220254
PROPERTY OWNER CUl`-M 1QkbJTt0- bZV. -
SOIL DESCRIPTION REPORT Page?- of 1
PARCEL W.# JUp)Iv C.
B rin # Horizon Depth Dominant Color Mottles Texture Structure GPD/ft
\Q3 in. Munsell Qu.Sz.Cont.Color Consistence BotXxtaty Roots Bed Trench
Gr. Sz. Sh.
t<>
........:......:. Z 1Z-2(, 1 o-tR 3/t, y f'( Z►�rS61Z h1 �S •S
Ground 3 Zb-l--8 -).S yR 3/y S G D S9 WJ •-1 •$
elev.
x`10.1 ft.
r
Depth to t
limiting
factor w
Remarks:
Boring#
t i>� Z IZ-3� LO`[bZ 3,/6 sit Ztirrsblt MTV,
3
Ground -131. -1.3 YrZ 31y _ S� Gl. (>Sg Yq � - •`1 .$
elev.
68-1 ft.
Depth to --
limiting
factor
I I
Remarks:
Boljn #
si l 2.`F sbk ry►`��- �, .S ;,6
rr ` mf i,-
Ground `3 -LLl -7•SY 12.-31 y _ Ssf 61- O SS yrt I - •1
.B
elev.
l 6S-8 ft.
Depth to
limiting
factor
>LL-) "
Remarks:
3oring #
around
,lev.
f t.
)epth to
imiting
actor
Remarks:_
i {
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PLOT PLAN Page 3 of 3
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VZ'L(-ec) ( 715 ) 42A-0-169
CST Signature Date Signed Telephone No. CST#
H ..
i ons'
Mnn Relatiuu'ur. SUIL AND SITE EVALUATION REPORT Page I of 3
Labor and
Division of Safety&Buildings in accord with ILHR 83.05,Wis.Adm.Code
COUNTY
Attach complete site plan on paper not less than 81/2 x 11 inches in size.Plan must include,but ST' C%L0 Lk
not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.# t;-,jp L,u 6
dimensioned,north arrow,and location and distance to nearest road. '
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY _ DATE
PROPERTY OWNER: PROPERTY LOCATION
(20►.x-11,tN (?ZrLVZ. -&ems-EA; S VJ 114 ,1/4,SZ9 T -2-b ,N,R Z-0 E( W
PROPERTY OWNER'.S MAILING ADDRESS• LOT# I BLOCK# NOR CSM#
\Z-3 01 �.�-l�t, 1�U�►J.�. *� Z3 v Y�S -
CITY,STATE ZIP CODE PHONE NUMBER OCITY []VILLAGE [fOWN " NEAREST ROAD
B LM 1�1 L Y''1 N S S 43�{ ( ) TV_.0L Ir L1tvU S PI`l I?-U�D
[XL New Construction Use [4 Residential/Number of bedrooms Ll [ ] AdditiQn to existing building
[ ] Replacement [ ] Public or commercial describe
Code derived daily flow 6 0o gpd Recommended design loading rate - bed,gpd/ft2 - trench,gpd/ft2
Absorption area required 8 S'a bed,ft2--1510 trench,ft2 - Maximum design loading rate •Z bed,gpd 1ft2 -' trench,gpd/ft2
Recommended infiltration surface elevation(s)$63.0 C$sR+ _MZv Ctf'£S� ft (as referred to site plan benchmark)
Additional design/site considerations S e WX� 'p )N gTj•t-ct 1Z Oyv Ffg L- 3
Parent material I-o%� sS o vtjZ G LP,�t L c ul-JINS H Flood plain elevation,if applicable .N A It
S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable fors stem IRS El U I I& D U I ®S 0 U 113 S- ❑U I ®S ❑U I ❑S [�U
SOIL DESCRIPTION REPORT
Boring# Horizon Depth Dominant Color Mottles R
Consistence Earrbr
Structure GPD/ft
Texture y Roots S in. Munsell Qu.Sz.Cont Color ( I Gr.Sz.Sh. I I Bed ffri5s
r
yi•A:i'w3Y;Y
S Zvrt S bk — .S
mph e S
Ground 3 z-)-Ll9 Z•S`tfz 3LY - S d.G►. C)v5
elev.
Oft.
Depth to
limiting
factor
>101"
Remarks:
Eon #
o`l 2 31Z s!1 Z�sb\Z
B 4. Z lb-�14 102 2-L2 - S 1•I ZrnSb>t Yn' CS _ •5 •�
3 yo-b� IO`1231
Ground S1 Zwt SbIZ h�'�1• eS — - S
865 b6-lty � S `t231y - SdGi• OS r11 •� ' .�
_�ft 3
Depth to
limiting -
factor
Remarks:
CST Name--Please Print Phone:
Arthur L. We erer 715-425-0165
ress:
e erer Soil _
g Testing & Design Service P.O. Box 74 River .Falls,WI. 54022 .
Signature k3 S Date: CST Number:.
• lZ..l�`�Q 220254
PROPERTY OWNER SOIL DESCRIPTION REPORT Page?- of
PARCEL I.D.# iz tub)to C.
B in # Horizon Depth Dominant Color Mottles Texture Structure GPD/ft
\43 in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Consistence Boundary Roots
0_`2 Bed Trey
.............»< Z 1Z-z.6 10`-t R 3/6 S t'( Z hqS 6� h1'�'1•- �S � -S
......:.::::.:
Ground 3 Zd-l--8 •S`BIZ Sly S d G s9 Wr ."� .$
elev.
g`lo•I lt.
!
Depth to
limiting !
factor "
Remarks:
Bor8.#
,�3. 0- LZ 1�13\-v- b12
>.:::°�: : :_ — S t I Z tirr S b� h1�F►- e S -S �-
,......... 3 -136 �.S Y►Z 3L _ ,
Ground Y S$ Gt_ (�Sg YM � - •l _fj
elev.
%A•l ft.
Depth to —
limiting
factor
1136"
I
Remarks:
Bon #
S l ZT S u\'L yvi` 1-- C1 U — •�j -(�
_
Ground 3 y,S-ll7 �'SYfz Sly _ Ssf 6►- O SS Y4 ( _ .-1 .e
,
elev. fjf
�6s•$ft. i
Depth to
limiting
factor
Remarks:
3oring#
,round
;lev.
ft.
)epth to
imiting
actor
Remarks:_
`rl rr'r•rnrl�..r .. .
PLOT PLty1.V Page 3 of 3
SCALE 1 "= SO
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CST Signature S715 ) 42-5-0169
Date Signed Telephone No. C _
Wisconsin Department of Industry, SOIL AND SITE EVALUATION--f3 E P 0 R T Page I of
Labor and Human Relations
pivi on of Safety&Buildings in accord with ILHR 83.05,WIA,' ri.Code COUNTY
r
Attach complete site plan on paper not less than 81/2 x 11 inches in size Pldn must include,but
not limited to vertical and horizontal reference point(BM),direction and%of s_Tope,scale or PARCEL 1. #
dimensioned,north arrow,and location and distance to nearest road. '
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION',,. EViEWEgeY _ DATE
PROPERTY OWNER: P .OP1rRTYC ATfON"' �ka
Cb11-3 LN T.IC��tiUI�►"1 T �'�. -6 $F SW 1/4 S� 1l4 �4 T �-$ ,N,R Z.0 E( W
PROPERTY OWNER':S MAILING ADDRESS• LK� g.NAME OR CSM#
\Z 3 t'\ �Eh1RZ m. Pm Q.lr. � Z3 v _ ['77LQIJ U L L\..ft G E 4
CITY,STATE ZIP CODE PHONE NUMBER RrOWN NEAREST ROAD
S 4&4
[XL New Construction Use Residential/Number of bedrooms y [ j Addib' to existing building
j J Replacement [ J Public or commercial describe L A
tuT C
Code derived daily flow b00 gpd Recommended design loading rate - bed,gpd/ft2 trench,gpd1ft2
Absorption area required �S% bed,ft2 1 SD trench,0:2 Maximum design loading rate •, bed,gpolft2 •S trench,gpd/ft2
Recommended infiltration surface elevation(s) bbl C g3 It (as referred to site plan benchmark)
Additional design/site considerations Sj7� l AJ S`io.� 0>\1 frc t;
Parent material L.bES-5 OV ek G Vt-e-UN-1.. bu'T PrS� Flood plain elevation,if applicable Ny1 It
S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable fors stem RS C]U ®S ❑U 3S ❑U Es ❑U ®S ❑U EIS RI U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD/ft
Roring# Horizon (Texture ConsistencelBotndary Roots
1'� in. Munsell Qu.Sz.Cont Color Gr.Sz.Sh. Bed Trer>ch
Z t2--I.s n vt�Z
Ground 3 1-\ t0`-1 2 316 S
elev.
8')yaft `(" 68_�JS 11 R3cy - SW_
Depth to
limiting
factor
Remarks:
B�r�g# _
o-ts Lp�tZ 3�Z st z�sb� o�S dw .s
3 t 2 — S) I lvn S M�t" °L—l'i • 5 .(,
3 Si b 10`12 3/6 S 1 Z'F 4•b lz )n �S
Ground _
elev. t{ 6-133 �.S` tZ 3(y Gs' U Sg �r I •1 ' •S3
g-214-1 ft
Depth to
limiting
factor
Remarks:
CST Name.—Please Print Phone:
Arthur L. We erer 715-425-0165
egerer Soil Testing & Design Service-P.O. Box 74 River .Falls,WI. 54022
Signature Date: CST Number:.
.44.4/ lZ.—�I`-,a^ 2'20254
PROPERTYOWNER COKMWk:'UTIKL 'Z)qkj, SOIL DESCRIPTION REPORT a
Page Z of
PARCEL LD.#_ ��/lam)!v C.
Bori g# Horizon Depth Dominant Color Mottles Structure GPD/ft
� in. Munsell Texture Consistence Boundary
Qu.Sz.Cont.Color Roots
Gr. Sz. Sh.
Bed ranch
C 4 s� 1 2`�sh
..:: wt'f�- A
�s-z,6 10` tZ- 3LZ si( Z'�'r 5bk wt's►- ► -
-s -6
Ground 3 26-31 SO ZvvtSb� I�`F1 �.S
elev.
EM-0 tt. y 371-�Z 1.S`f R 3!
Depth to
limiting f
f7tlZZ I
i L
3
Remarks:
Bori g #
.�_. I o-ll� 1p`1R31z � Sly
><;.:., o� ft- fz
�.;:
3 s y-�08 l v IZ 3l6 s, I ►�fit- -- •Z -3
Ground
elev.
ui-3 tt.
Depth to
limiting
factor
X108'' I
Remarks:
Bori #
E '>' 1i�31 1o`1 ►Z 316 si I Zwisbk
..........
3 a►-goy ,,
Ground s�c ,z31y - s ef r;�, o S
elev. ,
It. I
Depth to
limiting
factor
Remarks:
3ori g #
F Z ►z-z6 t 0"t IZ
around - 1.S`t2 3ly — S G►. O S3 Vn
?Iev.
811 ft.
)epth to
imiting
actor
? lto`
Remarks:_
PROPEM OWNER SOIL DESCRIPTION REPORT Page of
ARCEL I.D.# nis/Up)Jy C.
B g # Horizon Depth Dominant Color Mottles Texture Structure GPD/ft
»:
in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Consistence Botxtcla►y Roots
v-Lb Bed Trench ipy23LZ
� 5 1 2-'F Sb 1z
Z Id-z5' lob IZ 3 LZ — Si l 2Msbla YvK et,� — -S -6
Ground 3 2,a-S$ Ib `f D- 3/6
elev.
8 41 ft. S$_lu$ -S U tz 3 L y S it
Depth to t
limiting
factor =
LUB
Remarks:
Big # 1 0-us
t`......t:' Z 1S-LL. IuYQ Sib _ si1 Zv►iSb12 w,�Fr
3
LIB-LUJ -7-$ `te 3/yr _ . S sf G► U S9 —
Ground
elev.
86�7 ft.
Depth to
limiting
factor
?LOYa
I
Remarks:
Boring #
I
I
Ground 1
elev. ;
It. I
Depth to
limiting
factor
I
Remarks:
3oring #
13
around I
;lev.
ft.
Depth to
imiting
actor
Remarks:_
•rl n�•nrn•'.r . n
PLOT PLAN Page of y
SCALE 1"= S o l
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( 715 ) 42 -0169
CST Signature Date Signed Telephone No. CST#