HomeMy WebLinkAbout040-1000-70-100 (3)Eildings
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Wis. Dept. of Safety anS�d�ccn22 SOIL PORTOPage ofDivision of Safety and Cll1l in accordance th SPS 385, Wis. Adm. Code County St Croix
roix CountyAttach complete site"t }{? x 1 inches in size. Plan must l06
include, but not limite a point (BM), direction and Parcel LD. ,( �! �o_ 1 —7
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 1'^ 11''�
Please print all information. R i wed b Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property LocationED El
Kurt and Elizabeth Christensen Govt. Lot SE 1/4 NE1/4 S 1 T 28N R 19E (or) W
Property Owner's Mailing Address Lojon I Block # I Subd. Name oo��
101 E Second St na WJI CSM
City State Zip Code Phone Number _-, ity nVillage � own Nearest Road
Riceville Iowa 50466 ( 612-717-5161 Troy
Tower Rd
RNew Construction Useo Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
11 Replacement n Public or commercial - Describe: na
Parent material silty sediment over silty clay Flood Plain elevation if applicable na ft.
General comments Mound Design, system elevation 100.70ft based on contour line elevation 99.20ft. Minimum 18 inches of ASTM
and recommendations: f� ht��p c 33 mound sand.
1nL J Boring 1
I ] Boring # � pit Ground surface elev. 99.20 ft. Depth to limiting factor 18 in.
Cnil Annliratinn RatP
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
onsistence
Boundary
Roots
GPD/ft z
ff#1 *
ff#2
1
0-6
10yr3/1
„one
sil
2msbk
mfr
cs
2c
.6
.8
2
6-18
10yr4/4
none
sil
2msbk
mfr
aw
If
.6
.8
3
18-36
j 7.5yr4/4
c2d7.5yr5/6
sl
om
na
cs
na
.2
.6
I " I Boring # u� Boring 99.20 20
1' I pit Ground surface elev. ft. Depth to limiting factor In. Cnil Annliratinn Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
onsistence
Boundary
Roots
*1
GPD/ft 2
ff#1 *
ff#2
1
0-8
10yr3/1
none
sil
2msbk
mfr
es
le
.6
.8
2
8-20
10yr4/4
none
sil
2msbk
mfr
es
if
.6
.8
3
20-36
7.5yr4/4
f1d7.5yr5/6
A
om
na
ns
na
2
.6
on nnn _._n ,...A 'Tcc >'2n < 4rn /I * Effluent #2 o Rrin
-
9r
V
Kurt and Elizabeth Christensen
Property Owner Parcel ID # Page
M E Boring #Lj- Boring 98.50 25
Pit Ground surface elev. ft. Depth to limiting factor in.
2 3
of
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
onsistence
Boundary
Roots
*
UVI11\O LG
GPD/ft 2
ff#1 *
fF#2
1
0-8
10yr3/1
none
A
2msbk
mfr
cs
1 f
.6
.8
2
8-25
10yr4/4
none
A
2msbk
mfr
gw
lvf
.6
.8
3
25-40
7.5yr4/4
c 1 d7.5yr5/6
sl/IS
om
na
na
na
2
.6
aBoring# 11 Boring
aPit Ground surface elev. ft. Depth to limiting factor in.
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
onsistence
Boundary
Roots
1 1.1I-LIVl1 !laic
GPD/ft 2
=ff#1
ft#2
Boring
F-11H
Boring # Ground surface elev. ft. Depth to limiting factor in.
Pit
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
onsistence
Boundary
Roots
*
VVU 11F.! III.ClUVl1 RpIC
GPD/ft 2
ff#1
ff#2
* Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD 5 < 30 mg/L and TSS < 30 mg/L
The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to
access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay.
SBD-8330rest (R I I / 1 1)
' '% I STEEL'S SOIL SERVICE
David J. Steel Kurt and Elizabeth Christiansen 101 E Second St.
CST-POWTSM SE1/4,NE1/4,S 1,T28N,R19W Riceville, Iowa
Lic. #248956 Town of Troy, St. Croix Co. 50466
715-760-0347 CSM , lot 5
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown, as permanent lot lines were not established at the
time the soil test was conducted.
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7 / �rl
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Legend
1"=40'
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" PVC Pipe
• = Alt Benchmark f 100.20 ft
Top of 2 " PVC Pipe
= Borings
Boring Elevations
B 1 = 99.20 ft
12 = 99.20 ft
33 = 98.50 ft
34 = 0.00 ft
3of3
Tp c,J 2 r IR