HomeMy WebLinkAbout030-2114-00-000
isconsin Depa"nt of Industry, SOIL AND SITE EVALUATION:.REPORT Page \ of 3
Labor and Human-Relations
Divisl,n of Safety & Buildings in accord with ILHR 83.05,Wis. Adm: Code
COUNTY S`C' . CCZUC
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 nearest road.
-~~)rJ
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION RYIEWE BY DATE
l~ 557
PROPERTY OWNER: C / p D)Nty S 01M P~ PROPERTY LOCATION 17
~2-v1~"114~ ~1i1 S 1/4 NW 1/4,S-61T 30 N,R \9 E( W
CZlzs _1b i~~ Q_13~vT 0__11NZP•
PROPERTY OWNER':S MAILING ADDRESS I , LOT BLOCK # SUBD. NAME OR CSM # P p o 5~
3 6 9 , kE~ 11J G C. BLVD . --i V3 M rT,--- (-n 6 l E
CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE [RTOWN NEAREST ROAD
ST. P~PN~-~ 1~tN 55101 (6S1)~10_ ccjl_F ST•
Qq New Construction Use,~Q Residential / Number of bedrooms [ ] Addition to existing building
j ] Replacement [ I Public or commercial describe
Code derived daily flow - gpd Recommended design loading rate 4 bed, gpd/ft2 trench, gpd/ft2
Absorption area required - bed, ft2 - trench, ft2 Maximum design loading rate y bed, gpd/ft2 ' S trench, gpd/ft2
Recommended infiltration surface elevation(s) It (as referred to site plan benchmark)
Additional design/ site considerations S EL ti o-7\-_-1 or-_~ P R S t? Z
Parent material 6 t.r} ~t ~L 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 ❑S ®U ~IS ❑U ❑S ®U ❑S ®U ❑S ®U ❑S ®U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Botx>cary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
LO3-1 R-31 Z S Z SAk - s b
3/L - s,1 Z~sUk m ~ `S - - s
Ground 3 1~ ~.S 1iL3Ly - S Z ~Sb1r wi f4 c_S L
elev.
~a ft. zq 33 ~•s I~ v/y 7_i3v'r w, ~ C_ L~j s
Depth to 5 33-~1Y 1 •S `'1 IZ y/ F) O~ m` 1✓ ~S iv\> . 2
limiting S ~1 sib S 1
factor L
Remarks:
Boring #
o ~o~~Z 3) Z - sal Z~bk m ~1- Cs - S , 6
S`~z ~s
>:_r Z° ~ g-33 ~ ~ 31 - st 1 eS~~ Yr~U~t- cw - .y , S
S `1 R 31 v
Ground
elev.
ft.
Depth to J S l
1:7
limiting
factor
X "
Remarks:
CST Name.-Please Print Phone: \ Arthur L. We erer 71.5;"425-0165
V ress:
e
gerer Soil Testing & Design Service-P.O. Box 71, River *11-11s' WI 5'kW~2
Signature: i Date: CST Number:
48- 113 M00576
3
V ),J • CMP Page
PROPERTY OWNER PTA SOIL DESCRIPTION REPORT of PARCEL I.D.# 4tti®)).j r.
Depth Dominant Color Mottles Structure GPD/ft
Boring # Horizon Texture Consistence Botxrlary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trer
-9 lZ,A\Z31-Z _ Sl1 Z`~SL,1 ~w -S
q -Zl LO`t\i 31~ - S) 1 Z`{'slah yy)~{~ _ -S L
Ground z~-3S S`12 ~V _ \S $S~ esUk ~u`~1^ L°k3
elev. 3S-b~ _I ,S y2 3/y e1 5 t \-L S/s s 1 s i o rrt ; - N>> z
ft
° .
Depth to o ' S i
limiting
factor Remarks:
Boring #
~\4 \;i:•}:yeti
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Grounder Y~O7 S`t5 Sv 1 L-L Ox/L.Y C~ V G
elev. ft. l~ r"1 S L 12 0 OF
Depth to 4 S u L~~ S L 1
limiting -Z-Z ?.t ~v - S t 1 e N S
factor
Remarks:
Boring #
:;~w4r ui31 is o o~ s s h
-T e-1
Ground 01= S 17 LG
elev.
ft.
Depth to
limiting
factor
r7
Remarks:
SBD-8330(R.05/92)
PLOT PLAN Page 3 of 3
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(715 ) 425-0"165 100576
CST Signature Date Signed Telephone No. CST #
~k~ onsinioefxirvnenY:ot'Industry, SOIL;"AND` SITE EVALUATION.-REPORT 'Pageof
tat~or and Numair netatioru
Divisign of Safety"ti Buikings ' .
in accord with, ILHR 83.05, Wis Adm. Cade COUNTY
ST . CGZUVC
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 arro nr, and location and distance to nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION RYIEWE BY DATE
- 11,
555
PROPERTY OWNER: C / o Ofd rv S ct{ P PROPERTY LOCATION N - Nw 9
?ILzs -~ilf lm~1 -bZ >V1,p~y1 Nn&J-t- coNz_p 6~ St-_- 114 NW 114,S 3LT 30 N,R E( W
PROPERTY OWNER':S MAILING ADDRESS q7~ LOT BLOCK # SUED. NAME OR CSM # D1z4 P o SLD
~ _ZGG . --z- WMtT"a ~GL-F
CITY, STATE 7JP.CODE PHONE NUMBER []CITY []VILLAGE QTOWN NEAREST ROAD
ST, PfN~ . WIN SS 101 %S1) °110 ~OI,F S7-. ~ 9 - S2 D.
New Construction UseN Residential / Number of bedrooms I Add-lion to existing building
[ J Replacement [ ] Public or commercial describe
Code derived daily flow - gpd Recommended design loading rate V bed, gpd/ft2 • S trench, gpd/ft2
Absorption area required bed, 112 - trench, ft2 Maximum design loading rate bed, gpd/ft2 ' s trench, gpd/ft2
Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark)
Additional design /site considerations S EZ-- N o-er orQ P R G e- Z.
Parent material G 1.~~ L Y LL Flood plain elevation, if applicable N A ft
S = Suitable for system CONVENTIONAL OUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FlLL HOLDING TANK
U = Unsuitable for system ❑ S ®U S ❑ U ❑ S ®U ❑ S ®U ❑ S ®U ❑ S Nu
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consisbenoe Bourdary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed r ich
0--1 v) -1 3Cz - S) z, sbk
Ground 3 1~ Z~ 7.S `f R- 31y - S I ~Sbk yvt'~} i° S ' S
elev.
`f rZ y/ - .S`! I Z- Fsbk W1 F1 ClJ - S
Depth ro 33- 1 S ~l tt / F l~ o m ~S tv~ . Z
_S
~{Y Y sl s i l
~•Sy~ ~
limiting
factor
3, t1~1-61 S`~Q3ly 't LI o~ m`~i 3
Remarks:
Boring #
~ 0-8 ~o"ICZ 31 t s~1 Z`~a-~k m`~h• CS - . S b
Z Z 8-33. Sy`z3J _ is sl es~lxUF~ Cw - S
3 33 -y b1 -S y f2 3✓ y - S 1 O n'1T1^ c s . 3 , y
Ground
elev. u`6-6D ~,SuR 31y .s~~isJg m~ T 7;
9 t3- O fL
\ o Si
Depth to
limiting
<c
e 1 2 j g
Remarks: ST CROx ZQNING0FFiCE
TName:-?lease Pent Phone: Arthur L. We erer $,7-4-2 5 -016 5_,
lass: i - - 1
egerer Soil Testing & Design Service-P.O. Box 74 River"
fi~ ~5l 2
Signature: Date: _ CST Number:
48- Q3 - Zl M00576
PROPERTY OWNER P UM)W l • OoRPSOIL DESCRIPTION REPORT Page of,__
PARCEL LD. # \~p ) ),JQ
Depth Dominant Color Mottles Structure GPD/ft
Boring # Horizon Texture Consistence Bourxlay Roots
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trer&
0-9 ~O`'11Z31-Z SL) Z`~' Sb 0- ~ -S
-
[3''
Ground 3 t -3 s S (Z 3 _ \ s $s l l c-, s bk
• _ N1) Z
;elev.' 3s 6~c -I 23/y el s1 I'S i
Depth to o m n i
rniting
°tact3r; rr
Remarks:
Boring #
`i5amund
elev.
ft.
Depth to
.limiting
factor
Remarks:
Boring #
NO S i.) N - ~A f.
oS Sv v_ r _~`U~_~ _V L
( rdu4 Y'1U Y~ S` is SV t L1 o&)L Y 'U
e}ev. ' r~ ~ L " CZ o O
>ft:
Depth to ~-f s . DoT S t 1
limiting _
factor 'r v 5 t ) C N S
Remarks:
Boring #
UiU 0 0~ 6 S h ,
eli~t.
Depth to
limiting
tac)Or
Remarks:
SBM330(R.05/92)
a PLOT PLAN Page 3 of 3
SCALE 1"= 60'.
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O~,
4- _ r - j (715 ) 42.5-0765 M00576
CST Signature Date Signed Telephone No. CST #
Parcel 030-2114-00-000 04/13/2015 03:36 PM
PAGE 1 OF 1
Alt. Parcel 31.30.19.937 030 - TOWN OF SAINT JOSEPH
Current I Xl ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - SIMEK, FRANCES L TR
FRANCES L TR SIMEK
500 3RD ST STE 800
WAUSAU WI 54403
Property Address(es): Primary
"328 WHITE EAGLE TRL
Districts: SC = School SP = Special
Type Dist # Description
SC 2611 SCH DIST OF HUDSON
SP 1700 WITC Notes:
Legal Description: Acres: 3.000
SEC 31 T30N R19W E1/2 NW1/4 LOT 20 WHITE
EAGLE Parcel History:
Date Doc # Vol/Page Type
07/27/2011 939348 QC
01/21/2010 910593 QC
01/21/2010 910592 QC
05/04/2009 894637 QC
more...
Plat: Primary Tract: (S-T-R401/4160~i GL) Block/Condo Bldg:
" 07-048-WHITE EAGLE 199 30-30N-19W LOT 20
2015 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 10/20/2014
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.000 120,000 0 120,000 NO
Totals for 2015:
General Property 3.000 120,000 0 120,000
Woodland 0.000 0 0
Totals for 2014:
General Property 3.000 120,000 0 120,000
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: 12/04/1998 Batch PRGRM
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00