HomeMy WebLinkAbout018-2019-63-000
-7/ P-AJLD #1894
n SOIL EVALUATION REPORT page 1 of 3
Department of Commerce in accordance with Comm 85, Wis. Adm. Code
Steel's Soil Service
Division of Safety and Buildings
County
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and 0c ~p 3 ~
"
percent slope, scale or dimensions, north arrow, and to on and distance to nearest road. Parcel I.D. eIp d ' 0) -/06
Please print t
ease R iewe Date
Personal information you prow ondary purpos s (Privacy Law, s. 15.04 (1) (m)).
Property Owner 06 Property Location
Rolling Hills Of HAm C. 1' Govt. Lot na NE1/4, SW1/4, S29, T29N, R17W
Property Owner's Mas UNS~ Lot # Block # Subd. Name or CSM#
400 2nd st CRO~XCC 63 na Rolling Hills Farm G
City State Zip Cod one Number ❑ City L Village Town Nearest Road
Hudson 54016 715-386-0230 Hammond 160Th St
❑ New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe: na
Flood plain elevation, if applicable na ft.
Parent material Silty sediment and underlying reddish sandy loam till
General comments Mound design, system elevation 100.11ft based on contour line elevation 99.70ft. Minimum of 17 inches
and recommendations: of ASTM C33 mound sand.
Boring # ❑ Boring
❑ Pit Ground surface elev. 100.40 ft. Depth to limiting factor 19 in. Soil Application Rate
ft2
Horizon I Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ *Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-10 10yr3/1 none sl 2msbk mfr cs if .6 .8
2 10-19 10yr4/4 none scl 2msbk mfr gw na 4 6
3 19-45 10yr6/4 c1d 7.5yr5/6 sl/scl om na gw na 0 0
4 45-75 7.5yr4/4 c2d 7.5yr5/6 sl/scl om na na na 0 0
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. 100.40 ft. Depth to limiting factor 31 in. Soil Application Rate
GPDM2
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots *Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-9 10yr3/1 none sil 2msbk mfr gw lvf .6 .8
2 9-22 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 22-31 10yr4/4 none scl 2msbk mfr gw na .4 .6
4 31-80 10yr5/8 f2d 7.5yr5/6 sl/Is om na na na .2 .6
* 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
CST Number
CST Name (Please Print) Signg ure:
r 248956
David J. Steel
Date Evaluation Conducted Telephone Number
Address Steel's Soil Service 6/12/2006 715-760-0347
994 200th St. Baldwin, WI 54002 SBD-8330 (R.07/00)
Property Owner Rolling Hills Of Hammond LLC. Parcel ID # Pending Page 2 of 3
Boring # ❑ Boring
❑ Pit Ground surface elev. 98.10 ft. Depth to limiting factor 20 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDV
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t *Eff#2
1 0-11 10yr3/1 none sl 2msbk mfr cs 1vf .6 .8
2 11-20 10yr4/4 none grcos 2msbk mfr cs na .7 1.6
3 20-65 10yr6/6 c2d 7.5yr5/6 sl/sicl om na na na .0 .0
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor 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#l •Eff#2
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
" Effluent #1 = BODS> 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.
SBD-8330 (R.07/00) Steel's Soil Service
n
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Rolling Hills Of Hammond LLC 994200 th St.
CST-POWTSM NE1/4,SW1/4,S29,T28N,R17W Baldwin, WI 54002
Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347
Rolling Hills Farm Lot 63 Fax 715-684-3449
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.
Legend N
1" = 40'
= Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.10 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
BI = 100.40 ft
B2 = 100.40 ft
B3 = 98.10 ft
W corn e r 8y ► 3r ~5~, 7 g B4 = 0.00 ft
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