HomeMy WebLinkAbout018-2009-53-000
i7 < 1499
SOIL EVALUATION REPORT
Wisconsin Department Comm , grce Page 1 of 3
Division of Safety and ~ildirgs,'.-_' in accordance with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc.
= County
Attach complete site plan on paper n riii; a(n 8% x 11 ' ches in size. Plan must St. Croix
include, but not limited to: vertical and hofizontifit point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. C) ?
Please print all information. Reviewed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m))."~ ~S
Property Owner Property Location
Cutting Edge Four, LLC Govt. Lot na NE 19 SE 1/4 S 4 T 29 NR 17 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
E976 170 TH Street 53 na Hillside Heights
City State Zip Code Phone Number J City I Village e Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
01 New Construction Use: MJ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
_ I Replacement Public or commercial - Describe:na
Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable na
General comments
and recommendations: Mound design, system elevation 97.34ft based on contour line elevation 96.50ft.
Boring # I Boring
16 Pit Ground Surface elev. 97.50 ft. Depth to limiting factor 26 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-12 10yr3/1 none sit 2cs 1f .6 .8
2 12-26 10yr4/4 none sicl mfr CS na .4 .6
3 26-60 7.5yr4/4 c2d 7.5yr5/6 scl mfr na na .0 .0
Boring # Boring
t' Pit Ground Surface elev. 97.50 ft. Depth to limiting factor 34 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlttz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-12 10yr3/1 none sit 2msbk mfr Cs 1f .6 .8
2 12-23 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 23-34 -10yr4/4 none scl 2msbk mfr gw na .4 .6
4 34-67 10yr4/4 f2d 7.5yr5/6 scl om mfr gw na .0 .0
5 67-96 10yr4/4 c2d 7.5yr5/6 scl/cl om mfi na na .0 .0
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Si CST Number
David J. Steel Signature:
248956 ~92 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/2/2004 715-684-5680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
3 ] Boring # Boring
1i Pit Ground Surface elev. 94.10 ft. Depth to limiting factor 36 in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-14 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
2 14-20 10yr4/4 none Sid 2msbk mfr cs na .4 .6
3 20-36 10yr4/4 none scl 2msbk mfr cs na .4 .6
4 36-52 7.5yr4/4 c2d 7.5yr5/6 scl om mfr gw na .0 .0
5 52-86 5yr4/4 c2d 7.5yr5/6 scl/cl om mfi na na .0 .0
❑ Boring # Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # I Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Sop Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <30 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.
Page 3 of 3
STEEL'S SOIL SERVICE INC.
David J. Steel 994 200t' St.
CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002
Lic. #248956 NE1/4,SE1/4,S4,T29N,R17W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 53
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your
use.
Legend
1" = 40'
♦ = Benchmark Ele. 100.00Ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 99.70Ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 97.50Ft
B2 = 97.50Ft
B3 = 94.1OR
B4=00.OOFt
-3q i
~f fb,3`
b
~I DOL011 51a ~a~o~ Ap
- A.B. 1.58 Ac. V
C _ ER -CIF- TH-E-_ LBO 094.0
LSO = 1094.0'
EA,_Tl1 I
,~4- L~f NE-
9 / r X x
c~cc --r . \ I
55,
(ji
1 x 1 \ 62 t s\ i 864601
11 \ \ \ . 1\ \ \ 1 1.98 A
\ \~.F.
\ \ 8,229 N.B. 86 0
/ I \ \1 \ 1 1 1 N.B. 1.08
\ x w\ N
-lk 86229\S.F. \ \ < \ \ 1 1 1 _ 1 1 {
I ~ I I
\ \ \ N.B.\~ 1,98 Ac 'b \ 0 I I ( r
PI-N, ~'F
CY)
\ \ \ 1 J5p 14cl I I /r
x ~ \ 67W0 t.F.I 4 { / { /
1A Alc
53,
8984 S. 452&55 S.F
\ -
\ 2..05 Xt.-
NA x/50 Aci
x N.B. 89384- $,F. 108~6~S.F.
N.B. 448 Ac. 1
a. HIV \.05 Ac.
W
x~ \ -LSO=18o 5.0' / h
O)
x ° 177503 S .F> W 4.07 Ac.
bit x N.B. 84214 S.F.
N.B. 1.93 Ac.
65+
p
I\ I I I 1 1 { I t 1150/Ac.
w i
J x l II ' N1 . 6542!
LLJ