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1016
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 y
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. OZ (per --a2/
Please print all information, gy Date /
Personal information you provide may be used for ser ondary purposes (Privacy Law, s. 15.04 (1) (m)). I
Property Owner Property Location
Oakwood Land Development _ Govt. Lot SE 19 NW 114 S 25 T 30 N R 18 W
Property Owner's Mailing Address //6 b,10 N, Lot # Block # Subd. Name or CSM#
Spring Lake Park 69 na Red Pine Comer Second Addition
City State Zip Code Phone Number City Village Town Nearest Road
MN 55432 P-780-4996 Richmond 136Th Ave
New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate (0 00 GPD
Replacement Public or commercial - Describe: RR F~ c
Parent material Pitted Glacial Drift Flood plain elevation if applfc`J~C EIVE r
General comments
and recommendations: Mound Design, system elevation 101.00ft based on contour line 100.00ft JUN 1 1 2002
0,A >
UMUIX UNTY~
Boring# Boring ZONING OFFICE
Pit Ground Surface elev. 100.50 ft. Depth to limiting factor in. Soil Application ate .
Horton Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f?
*Eff#1 *Eff#2
1 0-9 10yi'3/3 none sit 2msbk mfr cs 2f .5 .8 ' (P
2 9-14 10yr4/4 none sicl 2msbk mfr gw 1f .4 _6
3 14-24 7.5yr3/4 none scl 2msbk mfr gw na .4 .6 I
4 24-36 7.5yr3/4 c2d7.5yr5/8 sl 1 csbk mvfr gw na .4 .6
5 36-96 7.5yr4/6 limestone residuum na na na na na np np
M Boring # _ Boring
tI Pit Ground Surface elev. 100.5 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtftz
*Eff#1 *Eff#2
1 0-9 10yr3/3 none sil 2msbk mfr cs 2f .5 .8
2 9-15 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6
3 15-24 7.5yr3/4 none scl 2msbk mfr gw na .4 .6
4 24-38 7.5yr3/4 c2d7.5yr5/8 st om mff gw na .3 .5
5 38-96 7.5yr4/6 limestone residuum na na na na na np np
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD s-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. WI 54017 6/5/2002 175-246-5085
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Property Owner Oakwood Land Development Parcel ID # Pending Page 2 of
3 ] F V Boring # Boring
Pit Ground Surface elev. 98.4 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
1 0-9 10yr3/3 none sill 2msbk mfr Cs 2f .5 .8
2 9-19 10yr4/4 none siel 2msbk mfr gw 1f .4 .6
3 19-30 7.5y13/4 none sl 1csbk mfr cs na .4 .6 `f
4 30-96 7.5yr4/6 limestone residumm 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 GPDKV
*Eff#1 *Eff#2
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 GPDlft2
*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
S'EED'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-POWTSM New Richmond, WI 54017
Lic. # 248956 (715) 246-6200
ur ✓e H, ,e~I (715) 246-5085
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