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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
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 dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 92- &irz/irt~J - 7
Please print all information, BY ~ Date I
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). :F69. Property Owner Property Location
Oakwood Land Development Govt. Lot SE 1/4 NW 1/4 S 25 T 30 N R 18 W
Property Owner's Mailing Address /(,/~,'!D Lot # Block # Subd. Name or CSM#
Spring Lake Park 67 na Red Pine Comer Second Addition
City State Zip Code Phone Number City Village ir"l Town Nearest Road
MN 55432 70780-4996 Richmond 136Th Ave
✓ New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:
Parent material Pitted outwash plains Flood plain elevation if appfrc~6ir5C'EIVE06
General comments
and recommendations: Mound Design, system elevation 98.70ft based on contour line 97.70ft JUN 1 1 2002
COUNTY \
Boring# - Boring ZONING OFFICE ~Y
❑ Vi Pit Ground Surface elev. 98.50 ft. Depth to limiting factor 65 in. So p ate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
-Eff#1 I `Eff#2
1 0-10 10yi3/3 none sil 2msbk mfr cs 1 f .5 .8
2 10-26 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6
3 26-46 10yr4/4 none sl 2msbk mvfr gw na .5 .9 (P
4 46-65 7.5yr4/4 none ms osg ml gw na .7 1.2
5 6-96 7.5yr5/8 c2d 7.5yr4/6 scl om mfr na na .0 .0
Boring # _ Boring
✓ Pit Ground Surface elev. 98.50 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
-Eff#1 -Eff#2
1 0-6 10yr3/3 none sil 2msbk mfr cs 1f .5 .8
2 6-25 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6 • 4
3 25-51 7.5yr4/6 none sl 1 csbk mvfr gw na .4 .6
4 51-9~ 7.5yr4/6 none ms osg ml gw 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) Signature: CST Number
David J. Steel 248956
Address Steel Soil Service- Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, W l 017 6/7/2002 175-246-5085
I ~ r
Property owner Oakwood Land Development Parcel ID # pending Page 2 of 3
3 ] F Boring # Boring
✓i pit Ground Surface elev. 95.30 ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfW
*Eff#1 *Eff#2
1 0-11 10yr3/3 none sil 2msbk mfr cs 1 f .5 .8
2 11-16 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6
3 16-37 10yr4/4 none sl 1 csbk mvfr gw na ..4 .6
4 37-58 7.5yr4/4 none SI om ml gw na 'S-, .5 Z
5 58 96 7.5yr5/8 c2d 7.5yr4/6 scl om mfr na na .0 .0
] F Boring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soa Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtft2
*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
I
* Effluent #1 = BOD s' 30 < 220 mg/L and TSS X30 < 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 I Steel 1564 Cty Rd GG
CST-POWTSM q New Richmond, WI 54017
Lic. # 248956 ~Q /~cv6odi Aei`o~o-6'7~- (715) 246-6200
~ ,mow/~, .Sep-~S J r 3-01u, pa ~ (715) 246-5085
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