HomeMy WebLinkAbout040-1258-20-000 (3) ` Wisconsin Department of Commerce SOIL AND SITE EVALUA'FAN . Pam I of 3
Division of Safety and Buildings in accord with Comm 83.05,Wis.AdM:•Cade
Environmental By Design
Attach complete site plan on paper not less than 8%x t t inches in size. Plan must -n County
include,but not limited to:vertical and horizontal reference point(BM),dirliction and 7 St. Croix
percent slope,scale or dimensions,north arrow,and location and distalp to nearest rba Parcel I.D.# _
APPLICANT INFORMATION- Please print all informall ZS"p
Personal information you provide may be used for secondary purposes(Privacy a 15.04(t)(m)�'T q I ev .G Date
Property Owner
t / Lot ' NW4/4/SE 1/4 S 24 T 28 N,R 20 W
Property Owner's Mailing Address rM4 'I Btoda# Name or CSM# n
12301 Central Avenue NE, Suite 230 11 i:. Tro Burne Wage
F
City State Zip Code PhoneNumber ❑City ❑V81ape ❑Town Nearest Road
Mirm olis iv1N 55434 612-757-7568 Troy I Lin say Road
❑ New Construction Use: ❑ Residential/Number of bedrooms 4 ❑Addition to existing building
❑ Replacement ❑ Public or commercial describe
Code Derived daily flow 600 gpd Recommended design loading rate •5 bed,gpd/ff? __&_trench,gpd/ft2
Absorption area required 1200 bed,ft2 1000 trench,fts Maximum d�es''�loading rate .5 bed,gpd/f 2 .6 trench,gpd/fF
Recommended infiltration surface elevation(s) WC ft(as referred to site plan benchmar
Additional design/site considerations
Parent material Loess over Glacial Outwash Flood plain elevation,if applicable NA ft
S=Suitable for system I Conventional Mound l7round Pressure AT-Grade System in Fill I Holding Tank
U=Unsuitable for system ®S ❑ U I ® S ❑U ( ® S ❑ U ® S ❑ U EIS ® U ❑ S ® U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD/fF
Boring# Horizon in Munsell Qu.Sz.Cont Color Texture Gr.Sz.Sh. Consistence Boundary Roots Bed i Trench
2 1 0-11 1Oyr3/2 - Sill 2msbk mfr cw 2f .5 .6
2 11-35 10yr4/4 - sit 2msbk mfr cw if .5 .6
Ground 7 8
- . yr v
elev
92.25 R 4 76-78 I-
UYr
8/3 - BEDRX - - - - -
Depth to
limiting
factor 3� V
76 �l
Remarks:
2 1 0-17 10yr3/2 - sil 2msbk mfr cw 2f 5 6
2 17-53 10yr4/4 - sil 2msbk mfr cw if 5 6
Ground 3 53-96 7.5yr6/4 - s Osg ml - - 7 8
elev
93.43 ft
Depth to
limiting
factor
>96
Remarks:
CST Name(Please Print) Signature: �_ Telephone No.
Thomas C.Nelson 715-246-2454
Address Enviromnental 13Y Design Date CST Number Ref#
1432 120th Street,New Richmond,W1 54017 1/4/99 227387 82
PR'V` 14P NER:Continwtat Dm*opment SOIL DESCRIPTION REPORT az
BeROf;L I.D. I_� Page 2 Of 4
EnvirotuamW •Dwign
Horizon Depth Dominant Color Texture Structure �onsislen�Boundary Roots GPD/lF
in. Munsd I Qu.Sz.Cont.Color 1 Gr.Sz.Sh. ! Bed i Trr nc
i 0-i3 1G 13/2 ^...,,
1 I I Y I - I 3u I ui uK I iiui I cw t Z.i I 1
2 1342 10yr4/4 - sil 2msbk mfr cw if 5 6
Ground i i i i i 1
elev 3 42-72 7.5yr6/4 - s I Osg ml I cvv - I .7 .8
93.16 It 4 72-76 lOyr8/3 - BIDRX
Depth to
limiting
fador
72 I I I
i � I i i i
I I I I
Remarks:
4 i I 0 sil I 2msbk I mfr I cw I 2f I .5 .6 1 I
1 2 1 36-59 t 10yr4/4 t - I sil t 2msbk I mfr t cw t if I .5 i .6 1
Ground I
81vv 1 3 i cn_7E I 7.5 -,<IA I - I s I 0 , t I I - t 7 8 1
93.66 ft 4 178-80 l Oyr8/3 _ IBM
Depth to y
limiting
fa�r8
Remarks:
1 1 (1_53 1(lvr3l� I - gi) I ?mChlc mfr rw 2f S
1
2 153-71 I 10yr4/4 I - I sil ( 2msbk I mfr I cw I - , .5 .6 I
G:und 1
elev 3 71-76 l 0yr4/4 - sl 2msbk mvfr - - .5 6
93.35 it I I I I I I I
Depth to I I I
limiting I
factor
>76 I I
G
Remarks:
1 I • ��
lk h
Ground
else I —
Depth to
limiting t
factor
I
Remarks:
EINVIgOAIMENTHI BY DE51GN
1432 120`h STREET, NEW RICHMOND, WISCONSIN
715-246-2454
T�?�1V RTTl?NF v jL T A rF " nAf U
NWY SE %, SECTION 24 T 28 N. R 20 w
TOWNSHIP TROY COUNTY St. Croix, Wisconsin
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) A 113
SCALE 1" =40 Tom Nelson
BM 1. SE LOT CORNER. of lot 106 Toga of iron Pipe ELEV. 100' 227387
BM 2. SE LOT CORNER OF LOT 104 TOP OF HUB ELEV. 92.60'
07/25/2007 11:36 AM
Parcel #: 040-1258-20-000 PAGE 1 OF 1
040-TOWN OF TROY
Alt. Parcel#: 24.28.20.1374 ST. CROIX COUNTY,WISCONSIN
Current X
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- KING, CLAUDIA D
CLAUDIA D KING
PO BOX 2791
CAREFREE AZ 85377
Districts: SC= School SP=Special Property Address(es):
*=Primary
Type Dist# Description `344 LINDSAY RD
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 1.000 Plat: 2559-TROY VILLAGE 3RD ADDN 040/99
SEC 24 T28N R20W NW SE LOT 114 TROY Block/Condo Bldg: LOT 114
VILLAGE THIRD ADDITION Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
24-28N-20W
Notes:
Parcel History:
Date Doc# Vol/Page Type
11/21/2005 812456 2931/157 W D
2007 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Last Changed: 07/23/2004
Valuations:
Acres Land Improve Total State Reason
Description Class
RESIDENTIAL G1
1.000 89,900 0 89,900 NO
Totals for 2007: 1.000 89,900 0 89,900
General Property
Woodland 0.000 0 0
Totals for 2006: 1.000 89,900 0 89,900
General Property
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: 12/04/1998 Batch#: PRGRM
Specials:
Category Amount
User Special Code Special Assessments Special Charges Delinquent Cha 0 00
Total 0.00 0.00
Troy u''hpveibpment' Cor#ra�o,-',
1230 Centro✓ Avenue NE
Blaine, MN 55434
(612) 757-7568
OUTLOT 3
COMMON AREA — PARK 46
9.405 ACRES 4.71!9 AC w
0
m
1223 AC 1.54685AC,1�" 0
LEGEND ° 1.4 AC . ,. ?C
ab
UTILITY EASEMENT, 10' WIDE '0 71'0.9
o
—.—.—.. UNLESS OTHERWISE SHOWN.
DRAINAGE EASEMENT. 1o' WIDE ��' 41 a 42� >- 2 47
............................... f J
UNLESS OTHERWISE SHOWN. �+� 1.617 AC a 1.108 C 48 49
J N 064 A ' 1.577.AC
BUILDING SETBACK LINE, 75' 40 a
— — —
UNLESS OTHERWISE SHOWN. _ ,.642 AC�' • ::?_J8 a` "
J •
3
/ 1.291 AC
•� S^ 1.01 r
8• � 31 1 N II
34 $41.000 A/ 0.49/' I
,.038 Ac 2.1 GOLF COUF
.2a 2+0.00 ,toox aCo
3J 30 g ► � I
o �d J)7s� .028 ACo$N 1 229 r'
N 1
38 �zJ6 N 2 ' 248 23 AC
2.506 AC ''••./ 1.075 AC ~ ^'
45' 259.0 ' ♦ �• I I
1.313 C .v 24
° 1.1 O AC b' / ♦y
OUTLOT 12 a 01 ,. 7 Ate. rye'28
COMMON AREA— N ry.640 AC , b 1.238 A
PARK
ryt
9.044 AC �Q.)s• � r y- �= ry 5 ry
�yoti� 102s�6 " /� 0�5Al ryry1.227 CI ? t.1s7 Acy
1.J40 AC 106
.243 Ac /26
s. .m
101 ^ �ryo` �,y 1.694 AC
107 50
N I �, 1.2e
N
q , h 1 � ry 2103 AC o,Q / 5300 AC�cb 1 13 6e�9. y� 30'
p w� ,.026
.1
J 17.71• I08
1 385 AC ,
Ad 112
1.059 AC
100 00' (' ? 1. 8 AC N 20
N 1.611 9 1.048 P
300.81 11118?AC. RS 1111 ` •�1
Oa. �, h 1.009 / 1.7846AC p 196.
,.g 9 �ry s �, . ,,* o GOLF COUF
h J 1 A c. 117
o i 1 ,2.760 AC
98 N ,.006 Ac *o
1.425 AC
1.004 A n
8 11$'••••.. tip'.
7 , 1.632 AC j•.•y
.T is