HomeMy WebLinkAbout038-1239-19-000 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT "C Page 1 of 3
` Division of Safety and Buildings
in accordance with Comm 85,Wis.Adm.Code Tom Schmitt
Attach complete site an on County
plat � paper not lass than 8%:x 11 inches in sae. Plan must St.Croix
include,but not limited to:vertical and horizontal reference point(BM),direction and
percent slope,scale or dimemsions,north arrow,and location and distance to nearest road. Parcel I.D.D ✓/a
Please Pd lion. Re ' B Date U
Personal information you provide may used
w a t Law, ,.15.04(1)(m))•
Property Owner , Property Loc attion
Grand Properties, LP S L P s Govt.lot NE 19 NW 1/4 S 17 T 31 N R 18 W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
712 Rivard Streeet, Suite 300 ;< i 19 Squaw Lake Estates
City Stat CodQl City A Village A Town Nearest Road
Somerset I WI 1 54025 1 715-247-5900 Star Prairie I 94Th St.
j6 New Constriction Use: 16 Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
J Replacement ) Public or commercial-Describe:
Parent material Glacial Till Flood plain elevation,if applicable na
General comments
and recommendations: Area is suitable for a mound system. System elevation is 100.09'based off of contour line established at
98.84'. Slope is 11%. Depth to limiting factor is 21".
a Bering# �j Boring
16 Pit Ground Surface elev. 100.64 ft. Depth to limiting actor 21 in.
n9 Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Eff#1 EfX2
1 0-7 1Oyr4/3 none all 2mgr mvfr gW 21' .6 1.0
2 7-21 1Oyr5/3 none sl 2fsbk mfr
gw 1f .6 1.0
3 21-37 7.5yr4/4 c2d 1 /2/6 sl 2fsbk mfi gW — .6 1.0
c2d 7.5 /6
4 37-64 5yr4/4 7.5 /3 sl 1 mpl mfi — .4 .6
Boring# Lj Boring
Nm Pit Ground Surface elev. 100.24 ft. Depth to limiting factor 22 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
-Eff#1 -Eff#2
1 0-8 1Oyr3/3 none sl 2mgr mvfr cW 2f .6 1.0
2 8-22 1 Qyr5/3 none sl 2fsbk mfr
gw 1f .6 1.0
3 22-30 7.5yr4/4 'n 5.5/I/ti sl 2fsbk mfi gW --- .6 1.0
c2d 7.5yr5/6
4 30-64 5yr4/4 7.5yr5/3 sl Om mvfi — .2 ,6
Effhrent#1=BOD?30<220 m9(L and TSS>30<150 mg/L •Effluent#2=BOD <30 mg1-and TSS<_M mg/L
CST Name(Please Print) Signature: CST Number
Schmitt Thomas J.Schmitt 227429
Address Tom Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St.,New Richmond,WI 54017 8/17104 715-247-2941
r
Properly Owner Grand Properties,LP Parcel ID#
Page 2 of 3
[-3 ] Boring# �j Boring
10 Pit Ground Surface elev. 96.14 ft. Depth to limiting factor 23 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-9 10yr3/3 none sl 2fsbk mvfr as 2f .6 1.0
2 9-23 10yr4/4 none sl 2msbk mfr 9w 1f .6 1.0
r4� clf 10yr6/2
3 23-39 7.5
y 10yr6/2 sl 2msbk mfr 9w — .6 1.0
4 39-65 5yr4/4 c1 . 6/8
7.5 5yr5//3 sl Om MA — -- .2 .6
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
*Eff#1 *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
*Eff#1 *Eff#2
*Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30
s_ 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
Cpnducted by. Conducted For: Ref.No.
Schmitt Soil and Site Evaluations Name: Grand Properties, LP.
Thomas J. Schmitt,CST 227429 Address: 712 Rivard St. Suite100
1595 72nd St. City, State,Zip: Somerset,W1. 54025
New Richmond, WL 54017
Phone: 715-247-2941 Subd.Name: Squaw Lake Estates
17� O Lot No.. 117
Legal Description AF1141VAJ1/4 S17 T3 IN RI 8W
Township of: Star Prairie, St. Croix County
Bench Mark EL 100.00'Top of 2"pvc pipe
Alternate Bench Mark El./00,6/Top of 2" pvc pipe
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Slope=_ffZ_ Contour Line El. Wcq V
Contour Line Length 7 �
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Scale I"=40'
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94
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This sod report was done to fulfill a zoning requirement No permanent lot markers were in at the time the test was
conducted. The area in which it was done may or may not be suable for your use,or in the location shown.
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