HomeMy WebLinkAbout020-1491-04-000 (2)RECEIVED ie1_1n,_ Iqq
Wisconsin Department of Commerce. SOIL EVALUATION REPORT
Division of Safety and Buildings SEF ,2017 In accordance with Comm 95, Wis. Adm_ Code
I OINTY
""OPINE
Attach complete s' 1 x 11 inches m size. Plan must
Include but rpt)MI an mzontal reference point (Blvi) ffl xim&d 11
Percent slope, scale or dimensions, north arrow, and BM referenced m
Please print all inform F4PRZXv071 GY4
Personal information you provide may be used for secondary om
LLC.
965 Alexander Rd.
Hudson WI 54016 651-248-0390
Page I of 4
1--' St. Croix I
.' ,.wmon
Vt. LA v. v. I3
4 1 1
City ❑ Village
0
R 19 W
1R.31
Town Nearest Road
Alexander Rd.
® New Construction Use: ® Residential / Number of Bedrooms Code derived design flow rate
❑ Replacement ❑ Public or Commercial - Describe
GPD
Parent Material Loess over Outwash Flood Plain elevation if applicable N/A ft.
General comments and recommendations: Construct ELEade system along 100 foot contour. A boring was completed
approximately 100 feet west of B-4 to see if there was sui0le-so-773ra conventional. The soil west of B-4 was similar to that
described in B-1. There were no locations investigated upslope as we did not want to encroach on the potential building site at that
location.
J Boring # H Pit a Ground Striate Elevation 98.6 ft. Depth to Limiting factor 40 Jin.
Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
r. Sz. Sh.
Consistence
Boundary
Roots
GPDte
-EB#1
I 'Efl#2
1
—
0-10
10YR3/2
-
SL
2-f-gr
mfr
gs
2f
0.6
1.0
2
10-21
10YR3/2
-
SL
2-m-bk
mfr
cs
2f
0.6
1.0
3
21-32
10YR4/4
-
SCL
2-m-bk
mfr
gw
2f
0.4
0.6
4
32-40
7.5YR4/4
-
SCL
0-m
mfi
gs
1f
0.0
0.0
5
40+
7.5YR4/4
7.5YR4/6 f-1-f
SCL
0-m
mfi
0.0
0.0
2]
Boring # ❑ Boring
HPit Ground Surface Elevation 96.7 ft. Depth to Limiting factor 53
I *-!I e...a;,..w: - a-.- 1
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD
'EtfrRl
'E0#2
1
0-9
10YR2/1
-
SIL
2-m-gr
mfr
gs
3 f-Co
0.6
0.8
2
930
10YR2/1
-
SIL
2-m-bk
mfr
gs
2 f-Co
0.6
0.8
3
30-53
10YR3/4
-
S
0-s9
fill
as
1f
0.7
1.6
4
53-58+
10TY5/4
7.5YR5/6 f-1-f
SI
0-m
mfr
-
0.0
0.0
•Etnudt#1=BODs>30!5220m9/Land TSS>305150mg/L • Effluent #2= BOD, 530 mg/L amd TSS<_30 mg/L
CST Name (Please Prim) Si CST Number
Mark Iversonamre 46672
Address Date Evaluation Conducted Telephone Number
P.O. Box 155 Hammond, WI 54015 August 30, 2017 715-796-5664
Lo , `(
Property Owner Rolling Ridges LLC.
3] Boring # ❑ Boring
®Pit Ground Surface Elevation 98.
ParcelID# Page 2 of 4
6 ft. Depth to Limiting factor 36 in.
s, it nnf owe
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh
Consistence
Boundary
Roots
GPD
'Eff#1
•Eff#2
1
0-11
10YR3/2
SL
2-m-bk
tnfr
gs
3 fco
0.6
1.0
2
11-36
7.5YR4/4
S
0-s9
ml
as
2 fco
0.7
1.6
3
36-43
7.5YR4/3
7.5YR4/6 f-1-f
SL
2-m-bk
Mfr
as
1f
0.6
1.0
4
43-60+
10YR4/4
S
0-Sg
ml
-
-
0.7
1.6
# ❑Boring
Boring HPit Ground Surface Elevation 102.8 ft. Depth to Limiting factor >90 in.
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
u. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDM'
'Eff#1
1 '0102
1
0-9
10YR3/2
-
SL
2-f-gr
Ink
CS
3 f-Co
0.6
1.0
2
9-24
7.5YR4/4
-
VGRS
0-S9
ml
gs
2 f-co
0.7
1.6
3
24-24
7.5YR4/4
-
GRS
0-Sg
ml
gs
1f
0.7
1.6
4
24-90+
10YR4/4
-
GRS
0-sg
ml
-
0.7
1.6
Boring # ❑ Boring
Wit Ground Surface Elevation ft. Depth to Limiting factor in.
.Soil ennlinefinn Rab
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
u. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/e
`E1191
•ER#2
•Effluentel=BOD,> 30 s 220 mg/L and TSS> 30<_150 mg/L • Effluent 42= 1301)5530 mg/L and TSS< 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
Need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
0
SEPTIC LOCATION
FOR: CRANE HILL OF HUDSON
l
-55 L454
r i
7 L48f92 I
5 L482� 45'1.91.,%
8.78 LOT 4
Area : 5.00
I i
\, t
946
DENOTES SOIL
2 BORING LOCATED
ON 9-1 3-1 7
�J
`f 06 Ll
0 100 200
%M m
- I - - 0
qao� NORTH
9
R4 � \
CORNERSTONE
LAN0 SURVEYING. INC