HomeMy WebLinkAbout030-2007-40-000 (2)
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WVconsin Department of Commerce SOIL AND SITE EVALUATION
Division of Safety and Buildings Page of
Bureau of Integrated Services in accordance with s. ILH Wis. Adm. C e
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size,r4lan'must Couhty
include, but not limited to: vertical and horizontal reference point (BM), Oeclton andr 4.. Ti Cr-a '
percent slope, scale or dimensions, north arrow, and location and distarice,to nearest road. Parcel 1.13. #
, c?3 0 -ad ~ 7 - 11
APPLICANT INFORMATION - Please print all information. eviewed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (rrr}). _
Property Owner /,V/,2 s~y;ip~
Gl~ Govt. Lot 1/4.-5'L 1/4,S 3y T „?Q,N,R /Q r
Property Owner's Mailing Address Lot # Block# 186bd. Name or CSM#
City State Zip Code Phone Number Road
El City El Village Town Nearest
dsrn. L>.Z DIVIC' ( 71s- )SW-4,2
LNew onstruction Use: g Residential /Number of bedrooms Additin• to existing building
ement ❑Public or commercial - Describe: 7,r
Cc ve flow gpd Recommended design loading rate • 3 bed, gpd/fit _tench, gpd/ft2
Absorption area required /SCSa bed, ft2 trench, ft2 Maximum design loading rate - 3 bed, gpd/ft2-trench, gpd/ft2
Recommended infiltration surface elevation(s) d4ef, T B~ ,has ~~7~ ft (as referred to site plan benchmark) _
Additional design/site considerations 'M'"j c4,~ 99, G 40
~
Parent material ~CLGi Z~ ~i 1 / Flood plain elevation, if applicable IVA ft
S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank
U = Unsuitable for system Rrs ❑ U WS ❑ U 9S ❑ U CC'S ❑ U ❑ S PirU ❑ S XKU
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
0?
Ground OrHh S4& My'ir- L✓ .
elev.
A L ,(?Eft. S~ 9 y /®2 SAY
Depth to ! 7' G Gn /''T/ _ 7 -
limiting
G
_in.
Remarks:
Boring #
fJ-~ 16ta? 4? Si L ark d -Py-~ `J 19 -5_
c~ -~y D Si ~L n~ /c ri^- r
3 o1/ S/° CL o?~s6k M
Ground ~y/ J C `"'6/l~~ GJ • 3
elev. o4 l 5-4 h-
ft. •
Depth to ,
limiting
factor
'in. Remarks:
CST Name (Please Print) Signature J Telephone No.
Address Date CST Number
506 dle 5r-'Pl- 41v~ -lam -g 072) d
1
/v1 Pill SOIL DESCRIPTION REPORT z
PROPERTY OWNER 1 " ' 6wf k le,, ~isar-- Page ~ of 3
PARCEL I.D.# 030 --,9Z4? ~a y
Boring # Horizon Depth Dominant Color Mottles Structure 2
Texture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed '.Trench
3 / 0-,,/ 0 2.3/ r L a) d,& h~ (1) a2 - S_ t --?l 0 Si C L a&,50- Yh'h GJ
Ground 3 /-S8 M r G.J 3
elev.
Depth to
limiting 3 `
act r
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
in.
Remarks:
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
'n' Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
in.
Remarks:
SBD-8330 (R. 07/96)
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CERTIFIED SURVEY MAP
Located in the SE 1 /4 of the NE 1 /4 and the NE 1 /4 of the SE 1 /4 of Section
34, T30N, R 19W, Town of St. Joseph, St. Croix County, Wisconsin.
12 1 Surveyed for: Bruce MacInnis (Power of Atty)
.p Rt. 2
y1 Hudson, Wi. 54016
NE CDR
RUM SECTION 34
T3ON, R 19W LU
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JAMES01CONNELL CERTIFIED SURVEY MAP VOL. 3 PG 816 I`--
d>, Reg swot Deeds - - - - - - - - - - - 0
SL Root Cm. WI y !2 N
N 89'00'54"E 1197.28'
N89001' 50"E (R) 65.10'
50' MONUMENTED NORTH LINE OF SEI/4-NEI/4 POINT OF / N8900 'S4"E
BEGINNING
L0 T 2 `i~? JOHNSO
N
l 653,043 SO. FT. v 5-1899 (O
14.992 AC. HUDSON a
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oQ. 00
To W IS
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to
N
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1 N 89'17'55"E h~ ~p
I O 752.69 RAVI E Q/
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LOT 1 4°/
A,
N 392,041 SQ. FT. 0 Vl/
Z) 9.000 A C. 7 Bearings referenced
Y to the East line of the
zl ri NE1/4 of Section 34, recorded
N89 150"E ~ as S1°13'32"E
~I 16.99 GAR. ~b^
133' •+O n, a SCALE IN FEET I"= 200'
~I HS BARN 0 2 0 400
F--I WO
0
Z SHEDS
QI ''SOUTH LINE OF SE- NE
U ~ 'I Sa9~Ie a~.w EI/4 COR.
5O, 18.99' SEC. 34
3:: In
230.50'
ti s89017 55' w LEGEND
o UNPLATTED SECTION CORNER, BERNTSEN CAP
z _LA NOS 0 3/4" REBAR FOUND
® I"X.24" ROUND IRON PIPE WEIGHING
1.68 LBS./ LIN. FT. SET
--1k---A ^ F E N C E L I N E
is II (R) PREVIOUSLY RECORDED INFORMATION
S% VOLUME 7 PAGE 1968
THIS INSTRUMENT DRAFTED BY+ HGJ 488- 1411
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