HomeMy WebLinkAbout018-2009-09-000
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Wisconsin Department of Commerce 90& EVAI! UATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85,. Wis. Adm. Code Steel's Soil Service, Inc.
' County
Attach complete site plan on paper not ( than Y x'11 it►Ghds rd36 Plan must St. Croix
include, but not limited to: vertical and rizontaI're#erence point (BM), direction and
percent slope, scale or dimensions, no arrow, and location and distance to neprest road. Parcel I.D.
Please print 11 info/pta~ 4>Ljp T „y„__ . > Reviowecl By V Date
Personal information you provide may be ust?tft nr)"aiy purposes (Privacy Law, s.15.04 (1) (m)). i S
Property Owner Property Location
Cutting Edge Four, LLC Govt. Lot n/a 1/4 SE 1/4 S 4 T 29 N R 17 W
-0 Property Owner's Mailing Address Lot # Block # T bd. Name or CSM# C 3
E976 170 TH Street 9 n/a Hillside Heigh s
city State Zip Code Phone Number I City I Village a Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
V1 New Construction Use: 16 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
I Replacement 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 99.70 ft. based on contour line elevation 98.70 ft.
a Boring # m Boring
Pit Ground Surface elev. 99.70 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-15 10yr 3/1 none sil 2msbk mfr cs 1f .6 .8
2 15-24 10yr 4/4 none sl 2msbk mfr cs n/a .6 1.0
3 24-60 5yr4/4 f1d 7.5yr5/6 scl/Is om mfr n/a n/a 0 .0
Boring # J Boring
i/ Pit Ground Surface elev. 99.70 ft. Depth to limiting factor 32 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftY
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr 3/1 none sil 2msbk mfr cs if .6 .8
2 9-22 10yr 4/4 none cos osg mvfr cs n/a .7 1.6
3 22-32 10yr 6/4 none Is osg mvfr cs n/a .7 1.6
4 4 32-86 5yr4/4 c2d7.5yr5/6 scl om mfi n/a n/a .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) S gnature: CST Number
David J. Steel G 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/12/2004 715-684-5680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
3] Boring # Boring
16 Pit Ground Surface elev. 96.10 ft. Depth to limiting factor 24 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
1 0-10 10yr 3/1 none sil 2msbk mfr cs 1f .6 .8
2 10-24 r 4/4 none scl 2msbk mfr gw n/a .4 .6
3 24-60 5yr4/4 f1f7.5yr5/6 scl/sl om mfi n/a n/a .0 .0
❑ Boring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Appln Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-1 Boring # Boring
J Pit Ground Surface elev. ff. Depth to limiting factor in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Je
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 = 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 994 200`" St.
CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002
Lic. #248956 'S' G/ NE1/4,SE1/4,S4,T29N,R17W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 9
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
e = Alt Benchmark Ele. 100.8017t
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 99.70Ft
B2 = 99.70Ft
B3 = 96.10Ft
B4 = 00.0017t
6
Z 2f
/S >
W
-7--'
l '7
367.43
10~-A4 IS.~ 20~ \ 7i X18' \T288.2
N.B. J7074 S.F~/ \ ~O 11 \ 8
75151
\9 1.73 Ac.
N.B. -75151 S.F.
! i/ I 1 665-52- S..E+ N.B. 1.73 Ac
I/( I 1 I \ 1.53 Ac._
N.B. 66552 S.F n0
1~ ~ \ \ N.B. .53 Ac.~ ~
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I \ \ ■ \ N.B. 06 S.F. ! - \ \N.B. 6~I56!
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1\\ i \ \ N.B. 65416-S:F,
\ ~ ~ \ \ NB. 1.50 Ac.
4 \ X67844 -S,
a\ 56, Ac
-N.B, 67844 !
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N.B. 1.5611
6-5-778 S. F.
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