HomeMy WebLinkAbout016-1020-30-300
Wisconsin Department of Commerce SOIL AND SITE EVALUATION
D°sion :eafety and Buildings Page / of
Bureau Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County
include, but not limited to: vertical and horizontal reference point (BM), direction and 5/
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. #
APPLICANT INFORMATION - Please print all information. &I; V'L Revi ed by Date
Personal information you provide may be used for secondary purpose (nva~y ~"`S:"t&Q4 (1) (m)). 6
Property~nmer Property Location (J /
~~~~JJ1I l/Wr'" Govt.. Lot 1/4 &,~1/4,S T N,R /5"'E (o W jov
Property Owner's Mailing Address Lot Block# Subd. Nam or CSM#
38TH'
City State Zip Code ; Phone N ber j ❑ Village OTo Nearest Road
'
f
/`'r ~~°n~ Gv 19
LE_ -
Construction Use: residential / Numbet of bedroomg ~ ' Addition to existing building
❑ Replacement ❑ Public or commercial. Qescribb.
Code derived daily flow gpd Recommended design loading rate i gybed, gpd/ft2_Ztrench, gpd/ft2
Absorption area required bed, ft2~_Strench, ft2 Maximum
n u design loading rate +
bed, gpd/fit! trench, gpd/ft2
Recommended infiltration surface elevation ^__1 3 ft (as referred to site plan benchmark)
Additional design/site considerati s 97.3
Parent material Flood plain elevation, if applicable J!/ / ft
S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank
U = Unsuitable for system E:1 S U El U S U ❑ U ❑ S ❑U
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
~~13
Ground
Depth to
limiting
in.
419
Remarks:
Boring #
c ~'vu- , s - 6
I ,1 3l 5:Z rl)-111
s
172
Ground r y 6 s ^o~ - /mil J~
ev '
Depth to
limiting
c or
Zin. Remarks:
CST Name (Please Print) Si nature Telephone No.
Ad ress , Date CST Numbe
S > ~s=
SOIL DESCRIPTION REPORT Page
PROPERTY OWNER -
PARCEL I.D.#
2
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots Gep/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
r 3I2 S C ~ 02,.1. . S '
6l3 m ) J~
44- '00'-4-
Ground . $ r
elev. S~ / t IvI
Depth to ;
limiting
factor
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
in. Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
in. Remarks:
SBD-8330 (R. 07/96)
Soil Test Plot Plan
Project Name Mike Standaert Shaun Bir
Address 1690 310th St.
Glenwood City Wi 54013 CgT #226900
Lot 3 Subdivision Date 5/20/00
NE 1/4 NE 1/4S 10 T 30 N/R 15 W Township Glenwood
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Nail in Lone Oak Tree
System Elevation 98.3/97.3 *HRp Same as Benchmark
Alt. BM Base of Lone Oak Tree @ 98.4
300' 1320' Property
75'
Please note: soil test done to satisfy Alt
zoning requirement, may not be M.
suitable for desired building site *B.M. 50' B-1
70' 12%
Slope
a
a. B-3 40'
40
0
B-2
X'" r~f~ 'Ads '7
JOHNSON
200o D L5 0 d
JuL o 6
5
of SH s ~J
W f S Y o KATHLEEN 01 NO
• , r s '~`1`, Re9lstet Deals
o~~. ~ clolxco..w+ ~~~11uu77 20 u
ERTIFI' V E Y `4t~o~a •e~`~ 1,,., R IX CO
TY
L0cin the Northeast Quarter of the Northe erte~ and the Northwest . 6Rf~ t
Quarter of Section 10, Township 30 North, Range 15 West, Town of Glenwood, St. Croix Coun y,
UNPLATTED LANDS
Prepared for and at the request of:
OWNER: _3 f_D__T_H___5_'_T__A_E_ET_ Michael A. Standaert EAST L/NE OF -----'S02'49'25-W Z
2612'20 - _ _
2944 S.T.H. "128" North i' 7HE N£ 114
Glenwood City, WI 54013 - - - - S02 49'25"W 1306.10'
Drofted by. Ty R. Dodge F3. _ - - - -
_07'5 ' W 1273 13' T'
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1278.58' F~ N02'39 '53"r
I - - - - _ \ 3941.51
N02'39'53"E 1311.58'
JOB # A00067 NORTH
I -SOUTH 1/4 LINE N02*39'53-E--5253.09'------
I
Prepared by. I -
A & E UNPLATTEO LANDS '
LAND SURVEYING & CIVIL ENGINEERING I
Phone No. (715) 246-4319
109 East Third Street, P.O. Box 325 BEARINGS ARE REFERENCED TO THE EAST LINE OF THE
New Richmond, WI 54017 NE 1/4 OF SECTION 10, TOWNSHIP 30 N., RANGE 15 W.
Sheet 1 of 2 WHICH IS ASSUMED TO BEAR S02'49'25'W.
VOLUME 14 PAGE 3888
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