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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings Steel Sal Service
in accordance with Comm 85, Wis. Adm. Code
County
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Crob(
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. OZ 0
Please print all Information. a awed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). N
Property Owner Property Location
Oakwood Land Development Govt. Lot SE 1/4 NW 1/4 S 25 T 30 NR 18 W
Property Owner's Mailing Address 11i l Lot # Block # Subd. Name or CSM#
Spring Lake Park 58 na Red Pine Comer Second Addition
City Village Town Nearest Road
City State Zip Code Phone Number L"j
MN 55432 80-4996 Richmond 136Th Ave
e New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
1 Replacement Public or commercial - Describe:
Parent material Pitted Glacial Drift Flood plain elevation, if plicalRECEe V CeD
General comments
and recommendations: Mound Design, system elevation 99.55ft based on contour line 98.55ft
JUN 1 1 2002 lop
Boring # Boring ST. CROIX COUNTY
✓l Pit Ground Surface elev. 99.25 ft. Depth to limiting factor 72 ZON kiWn Rate A
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW 'Y
*Eff#1 *Eff#2 -
1 0-20 10yr3/3 none sil 2msbk mfr gw 1f .5 .8
2 20-40 10yr4/4 none sicl 2msbk mfr gw 1vf .4 _6 • T
3 40-72 7.5y4/4 none ms osg ml cs na .7 1.2 • 3-
4 72-96 10yr7/4 fractured limestone na na na na na np np
Boring At 4 Boring
1 Pit Ground Surface elev. 99.25 ft. Depth to limiting factor 75 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
*Eff#1 *Eff#2
1 0-51 10yr3/3 none sil 2msbk mfr cs 1f .5 .8 ,10
2 51-67 7.5yr4/4 none sicl 2msbk mfr gw 1of .4 .6
3 67-75 7.5y4/6 none cos osg ml gw na .7 1.6
4 75-96 10yr7/4 fractured limestone na na na na na np np
horizon 3 was wet
* 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 Name (Please Print) Signat CST Number
David J. Steel - 248956
Address Steel Sal Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 6/5/2002 175-246-5085
Property Owner Oakwood Land Development Parcel ID # pending Page 2 of 3
3 ] Boring # Boring
Pe Pit Ground Surface elev. 98.95 ft. Depth to limiting factor 75 in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD!ft=
*Eff#1 *Eff#2
1 0-34 10yr3/3 none sil 2msbk mfr gw 1f .5 .8
2 34-53 7.5yr4/4 none sicl 2msbk mfr gw 1vf .4 .6
3 53-75 7.5y4/6 none ms osg ml gw na .7 1.2
4 75-96 10yr7/4 fractured limestone _ 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 GPDM
*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 GPD/ft2
*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
I
STEEL'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-POWTSM New Richmond, W154017
Lic. # 248956 Delkwood t,r n Z De v4l y,- * I- (715) 246-6200
5" P , IU W P Se C, 25 T30 N, I I ~'w (715) 246-5085
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