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• 1019
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 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 dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
Please print all information. Reviewed By V Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Z
Property Owner Property Location
Oakwood Land Development Nity SE 1/4 NW1/4 S 25 T 30 N R 18 W
Property Owner's Mailing Address Hw~ +1/D K. Block # Subd. Name or CSM#
Spring Lake Park na Red Pine Comer Second Addition
City State Zip Code Phone Number _ Village tee Town Nearest Road
_ MN 55432 -780-4996 Richmond 136Th Ave
✓ New Construction Use: WResidential / Number of bedrooms 4 Code derived design flow rate 600 GIRD
Replacement Public or commercial - Describe:
Parent material Pitted Glacial Drift Flood plain elevation if applicaQC E 1 V E Qa
General comments
and recommendations: Mound Design, System elevation 99.75ft based on contour line 98.75ft JUN 1 1 2002
Boring# Boring ZONING OFFICE tr~j
Pit Ground Surface elev. 99.15 ft. Depth to limiting factor 3 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 *Eff#2
1 0-26 10yr313 none sil 2msbk mfr gw 1 f .5 .8 to
2 26-38 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6
3 ~„8-55 7.5yr4/4 c2d 7.5yr5/6 scl om mfr gw na .0 -0
4 55-96 7.5yr5/8 limestone residuum na na na na na np np
Boring # Boring
✓ Pit Ground Surface elev. 99.15 ft. Depth to limiting factor 62 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Eff#1 *Eff#2
1 0-29 10yr3/3 none Sill 2msbk mfr gw 1f .5 .8 S°
2 29-50 10yr4/4 none sicl 2msbk mfr cs 1 f .4 .6 • T
3 50-62 7.5yr4/6 none is osg mvfr gw na .7 1.2
4 62-96 7.5yr5/8 limestone residuum na na na na na np np
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODe< 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature: CST Number
David J. Steel 248956
Address Steel Sal Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 6/6/2002 175-246-5085
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4 Property owner Oakwood Land Development Parcel ID # pending Z Page 2 of 3
3] Boring # - Boring
Pit Ground Surface elev. 97.85 ft. Depth to limiting factor, in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tr
*Eff#1 *Eff#2
1 0-32 10yr3/3 none sil 2msbk mfr gw 1f .5 .8
2 32-42 10yr4/4 none sicl 2msbk mfr cs 1f .4 .6
3 055 10yr4/4 c2d 7.5yr5/6 sicl 2msbk mvfr gw na .4 .6
4 55-96 7.5yr5/8 limestone residuum na na na na na np np
F-I 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/ft'
*Etf#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/Itz
*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
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Page 3 of 3
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ST'EEL'S SOIL SERVICE
David I Steel 1564 Cty Rd GG
CST-POWTSM c~,~eve~ ~Ln New Richmond, WI 54017
Lic. # 248956 tiw/V S-eGzS; T3oR/1,,t~19~ (715) 246-6200
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