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1023
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service
Attach complete site plan on paper not less than x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. D.
Q Zt~-1r~~-= `v
Please pfint all informadon. By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). S-
Property Owner Property Location
Oakwood Land Development Govt. Lot SE 19 NW19 S 25 T 30 N R 18 W
Property Owner's Mailing Address //A/ 41w j ,-d/o N. Lot # Block # Subd. Name or CSM#
Spring Lake Park (0 na Red Pine Comer Second Addition
City State Zip Code Phone Number City Village Town Nearest Road
MN 55432 3 780-4996 Richmond 136Th Ave
✓ New Construction Use: e j, / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe: F
Parent material Pitted outwash plains { r ~ Flood plain elevati , if ap59 E Dna
General comments
and recommendations: Mound Design, system elevation 101.26ft based on contour line 100.1 Oft JUN 1 1 2002
I 7 J Boring# Boring ZONING OFFICE
L~ ✓ Pit Ground Surface elev. 100.20 ft. Depth to limiting factor in. Soil Application Rate
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Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-16 10yr3/3 none sl 2msbk mfr cs 1f .5 .9
2 16-32 10yr4/4 none Is osg mvfr es 2f .7 1.2 • 7-
3 32-57 7.5yr4/4 c2d 7.5yr5/6 Is om mfr gw if .3 .5 -
4 57-96 7.5yr5/8 none ms osg ml na na .7 1.2 • 4-
Boring # Boring
M! Pit Ground Surface elev. 100.20 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
*Eff#1 *Eff#2
1 0-16 10yr3/3 none sl 2msbk mfr cs 1f .5 .9
2 16-32 10yr4/4 none Is osg mvfr cs 2f .7 1.2 "t-
3 32-120 7.5yr4/4 none cos osg ml na na .7 1.2
* 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
CST Name (Please Print) Signatur CST Number
David J. Steel Go 248956
Address Steel Soil service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 6/6/2002 175-246-5085
10
asp loC.od;~On .
Property Owner Oakwood Land Development Parcel ID # pending Page 2 of 3
3~ F Boring # Boring
I; Pit Ground Surface elev. 98.10 ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
*Etf#1 *Eff#2
1 0-16 10yr3/3 none sl 2msbk mfr CS 1 f .5 _9
2 16-32 10yr4/4 none Is osg mvFr cs 2f 7 1.2
3 8 7.5yr4/4 c2d 7.5yr5/6 Is om mfr gw if .3 .5
4 48-96 7.5yr5/8 c2d 7.5yr5/6 ms osg ml na na .7 1.2
F-I Boring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*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/ftz
*Eff#1 *Eff#2
* Effluent #1 = BOD s' 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 W ooaO 444 De ve l o f", en (715) 246-6200
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