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1025
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page i of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Sal Service
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
percent slope, scale or dimemsions, north arrow, and location and distance to nearest mad. Parcel I.D. G 3
Please print all information. By Date
Penal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ,
Property Owner Property Location f
Oakwood Land Development Govt. Lot SE 114 NW 1/4 S 25 T 30 N R 18 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
Spring Lake Park 63 na Red Pine Comer Second Addition
City State Zip Code Phone Number ~ City Village INS( Town Nearest Road
MN 55432 7 780-4996 Richmond 136Th Ave
New Construction Use: V Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:
Parent material Pitted Glacial Drift Flood plain elevati , if EIVED
General comments
and recommendations: ound design,system elevation99.50ft based on contour line 98.50ft
CID
JUN 1 1 200
Q Boring # Boring ST CROIX Co"Ty
be Pit Ground Surface elev. 98.30 ft. Depth to limiting factor ~jl 2 a~NING FISSLApplicatio Rae
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 PDItt2Eff#2 1
1 0-18 10yr3/3 none sil 2msbk mfr gw 1 f .5 .8 Go
2 18-31 7.5yr4/6 none Sicl 2msbk mfr gw 1 of .4 .6 '
3 31-44 7.5yr4/6 none Is osg mvfr gw na .7 1.2 `
4 44-72 7.5yr5/8 none ms osg ml gw na .7 1.2
5 72-96 10yr7/4 fractured limestone na na na na na np np
I L I Boring # Boring
L~ le Pit Ground Surface elev. 98.50 ft. Depth to limiting factor 8 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Eff#1 *Eff#2
f .5 .8
1 0-15 10yr3/3 none sil 2msbk mfr gw if-
2 15-29 7.5yr4/6 none sicl 2msbk mfr gw lvf .4 .6
3 29-46 7.5yr4/6 none Is osg mvfr gw na .7 1.2
4 46-84 7.5yr5/8 none ms osg ml gw na .7 1.2
5 8496 10yr7/4 fractured limestone na na na na na np np
* Effluent #1 a BOD ? 30 < 220 mg,'L and TSS >30 < 150 mg/L * Effluent #2 = BODS _30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature: CST Number
David J. Steel 248956
Address Steel soil service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, Wl 54017 6/7/2002 175-246-5085
• Property Owner Oakwood Land Development Parcel ID # pending Page 2 of 3
I 3 f Boring # Boring
111 111 Pit Ground Surface elev. 99.1 ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD
*Eff#1 *Eff#2
1 0-6 10yr3/3 none sil 2msbk mfr gw 1f .5 .8
2 6-18 7.5yr4/6 none sicl 2msbk mfr gw 1vf .4 .6
3 18-32 7.5yr4/6 none Is osg mvfr gw na .7 1.2 }
4 32-51 7.5yr5/8 none ms osg ml gw na .7 1.2 }
5 51-60 7.5yr4/6 none scl om mfr gw na .0 .0 -
6 60-96 7.5yr5/8 fracturedlimestone na na na na na np np -
Boring # Boring
Pit Ground Surface elev. 98.50 ft. Depth to limiting factor 65 in. Soil Ap~ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 *Eff#2
1 0-14 10yr3/3 none Sill 2msbk mfr gw 1 f .5 .8
2 14-32 7.5yr4/6 none sicl 2msbk mfr gw 1 of .4 .6 L I
3 32-48 7.5yr4/6 none Is osg mvfr gw na .7 1.2 -
4 48-65 7.5yr5/8 none ms osg ml gw na .7 1.2
5 65-96 10yr7/4 fracturedlimestone na na na na na np np
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/ftz
*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
Page 3 of 3
STEEL'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-POWTSM New Richmond, WI 54017
Lic. # 248956 (715) 246-6200
A1W #.So--z5- r 3:W (715) 246-5085
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