HomeMy WebLinkAbout026-1158-00-070 (2)
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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. Crop(
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. ng -ab
Please print all information. 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 c1 _ Govt. Lot SE 1/4 NW 1/4 S 25 T 30 N R 18 W
Property Owner's Mailing Address //G/ r~(vti. x Lot # Block # Subd. Name or CSM#
Spring Lake Park `J 70 na Red Pine Comer Second Addition
City State Zip Code Phone Number City , Village jt7 Town Nearest Road
MN 55432 0.780-4996 Richmond 136Th Ave
New Construction Use: ✓ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial -Describe: R
C~, clV _
le
l• C
Parent material Pitted Glacial Drift Flood plain elevation, if plicab ST.
General comments
and recommendations: and Design, System elevation 98.30ft b i d on contour line 96.80ft UN 2002
ONING OFFCE
Boring # Boring
❑ ie! Pit Ground Surface elev. 97.10 ft. Depth to limiting factor 3, in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Ef1#1 *Eff#2
1 0-10 10yi3/3 none sil 2msbk mfr gw 1f .5 .8
2 10-23 7.5yr3/4 none sicl 2msbk mfr gw if .4 .6 `f
3 23-38 7.5yr4/6 none Is osg mvfr gw 1vf .7 1.2
4 38-96 7.5yr4/6 limestone residuum na na na na na np np -
F2 ] Boring # Boring
Depth to limiting factor 34 in. Sail Application Rate
✓ Pit Ground Surface elev. 96.10 ft.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD11t2
*Eff#1 'Eff#2
1 0-10 10yr3/3 none sil 2msbk mfr gw 1f .5 .8
2 10-19 7.5yr3/4 none sicl 2msbk mfr gw 1f .4 .6
3 19-34 7.5yr4/6 none sl 1 csbk mvfr gw na .4 .6 `t
4 34-96 7.5yr4/6 sandstone residuum na na na na na np np
l
* Effluent #1 = BOD 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, W1 54017 6/5/2002 175-246-5085
! property owner Oakwood Land Development Parcel ID # pending Page 2 of 3
3] Boring # Boring
Pit Ground Surface elev. 96.30 ft. Depth to limiting factor 18_ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
*Eff#1 *Eff#2
1 0-6 10yr3/3 none sil 2msbk mfr gw 1f .5 _8 Cp
2 6-18 7.5yr3/4 none sicl 2msbk mfr gw 1f .4 .6 ,
3 18-98 7.5yr4/6 limestone residuum 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 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/ftt
*Eff#1 *Eff#2
I
I
* 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
STEEL'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-PQWTSM New Richmond, WI 54017
Lic. #248956 (715) 246-6200
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