HomeMy WebLinkAbout018-2009-05-000
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S L EVALUATION REPORT Page 1 of 3
Wisconsin Department of Commerce
Division of Safety and Buildings in accot a wit 'Comm 85, Wis. Adm. Code Steel's Soil Service, Inc.
County
Attach complete site plan on paper not less than 8'% x 1,1 inches in ¢e. Plan must St. Croix
include, but not limited to: ertical and hOnzontel Deli point (B ) direction and parcel I.D.
percent slope, scale or dirnr msions, nQRp,agolY~An1t tance to nearest road. j ,C~v
endi g
PIeiSe not all information.
P Reviewed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). A
Property Owner Property Location
Cutting Edge Four, LLC Govt. Lot n/a SE 1/4 SE 1/4 S 4 T 29 R 17 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# (i
E976 170 TH Street 5 n/a Hillside Heights o
City State Zip Code Phone Number City I Village vj Town Nearest Road -7q t
Hammond WI 54015 715-796-2793 Hammond Cty Rd T '
I~ New Construction Use: 601 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
_J Replacement J Public or commercial - Describe:n/a
Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable n/a
General comments
and recommendations: Mound design, system elevation 107.40 ft, based on contour line elevation 106.40 ft.
Boring # Boring
:sm Pit Ground Surface elev. 107.20 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
2 10-24 10yr4/4 none sicl 2msbk mfr gw n/a .4 .6
24-60 7.5yr4/4 f1d7.5yr5/6 scl om mfi n/a n/a .0 .0
Boring # Boring
sel Pit Ground Surface elev. 107.20 ft. Depth to limiting factor 26 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/2 none sit 2msbk mfr cs 1f .6 .8
2 8-1 10yr4/4 none sicl 2msbk mfr gw n/a .4 .6
3 15-26 10yr4/4 f1f7.5yr5/6 sct om mfi gw n/a .0 .0
4 26-50 7.5yr4/4 f1f7.5yr5/6 sl om mfi n/a n/a .2 .6
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signatur . CST Number
David J. Steel ✓ 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/10/2004 715-684-5680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
3 ] Boring # J Boring
ri Pit Ground Surface elev. 102.30 ft. Depth to limiting factor 31 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
'Eff#1 `Eff#2
1 0-10 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
2 10-31 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6
3 31-60 7.5yr4/4 c2d7.5yr5/6 sl/scl om mfi n/a n/a .0 .0
Y ft. Depth to limiting factor in. Soil Application Rate
F-1 Boring # J ( Pit Boring Ground Surface elev.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2
❑ Boring # -I Boring
I Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS S_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 200th St.
CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002
Lic. #248956 SEl/4,SE1/4,S4,T29N,R17W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 5
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. 100.2517t
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 107.20Ft
B2 = 107.20Ft
B3 = 102.30Ft
B4 = OO.OOFt
/6
DO nod
oDe loB', S (6 3~`
Z- / A4 X
3 ~f 73 i 151II 4~
'N.& 67844 S-T.
\ - - N.B. 1.56~tc-
-
-7 - - Fy 80 - a B-WN s.F. Ac, ~
- -NIL -L5L~~ - ~ ~ - ~ ~P442, l
i
E&
/ f
9*6
599 S.~:
~ -
LBO = {D78.5' I t \
~25$:8' -I1 I PsFP nc Z
7.7~ c. \ \ \
i AREA \
65341 S.F. I \ N.B\ ~5676~ S.~
I -
'57 A\c
1.50 Ac.
.F. ~ -~--77 L1.1~-
N.B. 65341 S ~
\ N.B. 1.50 Ac.
\ LBO = 1078.8 0 l